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REPORT BY SHUBHAM TRIPATHI

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1 | P a g e A REPORT ON INDUSTRIAL TRAINING AT SUBMITTED BY SHUBHAM TRIPATHI DEPARTMENT OF CIVIL ENGINEERING IIT (BHU), VARANASI
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
8 | P a g e D. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Fig. 1: 3-D VIEW OF SIDHHA GALAXIA GATE PERGOLA Fig. 2: LINE DIAGRAM OF SIDHHA GALAXIA GATE
9 | P a g e ALL DIMENSIONS IN MM Fig. 3: PLAN Fig. 4: COLUMN SECTION
10 | P a g e E. RESULTS AND CONCLUSION The members are designed within the permissible limits and found OK. Also, deflections of all the members are found to be within the allowable limits. Hence, it may be concluded that the structural analysis and design of the structure is carried out in compliance with the Specifications for Civil/Structural Design and is found to be adequate from strength and serviceability point of view.
11 | P a g e DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO A. BRIEF DESCRIPTION The building is a steel framed structure with RCC Foundation and pedestals. B. DEIGN DATA Construction Material Structural Steel: 250 N/mm2 yield stress Concrete: M30 Grade of Concrete Reference Codes and Documents 1. EC-3DD Building Code Requirements for Structural Steel 2. IBC - ASD Load Combination Definitions C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 DEAD LOAD (self weight + load due to all the equipments + floor load) Load Case 2 LIVE LOAD Load Case 3 WIND LOAD IN X-DIRECTION Load Case 4 WIND LOAD IN Z-DIRECTION
12 | P a g e 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis are developed as per IBC–ASD. Load combinations are auto-generated using IBC – ASD. 3. Calculations Dead Load: At Roof Level Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 64 At 2nd floor Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 99 At 1st floor Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 52 Live Load: At roof level Type kN/m2 kN/m kN Vertical LL 0.75 Horizontal LL (X-dirn) 12.8 Horizontal LL (Z-dirn) 12.8
13 | P a g e At 2nd floor Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 19.8 Horizontal LL (Z-dirn) 19.8 At 1st floor Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 10.4 Horizontal LL (Z-dirn) 10.4 NOTE: Horizontal live loads occur due to the equipments when they are in motion. Since there were no Horizontal loads from the equipment supplier, 20% of Vertical loads have been considered during analysis of the structure. Wind Load: Site Location: MOROCCO Basic Wind Speed (vb) at 10m height = 20 m/s Design Wind Speed (v) = vb x k1 x k2 k3 The factors considered are: Terrain Category = 1 Structure Class = A Risk Coefficient, k1 = 1.0 Topography k3 = 1.0 Factor k2 at a height of 10m = 1.05 Therefore, design wind pressure at 10m height = 0.6v2 = 0.3125 kN/m2
14 | P a g e NOTE: a. Wind loads on columns are considered to be uniformly distributed. b. Reactions due to wind loads acting on equipments are taken as nodal loads on the supports on which the equipments rest. D. DEFLECTION CHECK Horizontal Deflection: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z are as follows: Top Level Bottom Level Maximum Deflection in X-dir. (mm) Maximum Deflection in Z-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/500 (mm) Remarks 369.5 360.25 5.660 3.750 9250 18.5 OK - - - - - - - - - - - - - - - - - - - - - Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using STAAD analysis for all the beams. Refer Appendix-II for STAAD analysis. Vertical deflection is within the limit. Hence, safe.
15 | P a g e E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure
16 | P a g e 3D Rendered View
17 | P a g e Support Nodes
18 | P a g e First Floor Beams at +363.25 level (Beam Nos.) 504 591 246 769 887 589 883 88841 843 875 819286 506 890876587 886 516 884244 841768 40 721 284 43 594 877 357 654 889 403 830 83135 722 364 639 394 287 377 874 885 834 514245 593 767 588 507 39 738 38 37 842 846 580583 275 839283 585 282 48247 44766 579 249 584 46 248575 578576 280 279 47 45 277787 845 288 833 788 765 742 254 832 502500741740 253 42 744582 737 840743 497586 581 289739 252 844764 838 Load 1X Y Z
19 | P a g e First Floor Beams at +363.25 level (Node Nos.) 298 334 42 299 44 470 472167 290 423 450 471 231 45 43 469 421 462 369 168 274 444360 292 256 29140 238 39 448 41 463 333 464 286 246 297 311 49 47 288 194 192 46 429 451 174 169 173 171 50 52 172 48 330 178 408 289 410 176 193 422 412 332 287 445170 51 409 411 285413 175331 Load 1X Y Z
20 | P a g e Second Floor Beams at +366.5 level (Beam Nos.) 358 1731741801826867 552771 73 555 204 230554 69551 190 550198 553770 217 221220219218 197231 691238 7672 687 556 232 549 170 865703705685 397396 864205 297 871 862206 234 194 187612 870 557 706 704686 171548 634 668 295 235 193688 689636298727 402 393659 872 863642 236 869 192 690670867 866 296669635211 172547368 558 237 184191868 359 71 207 723 179 724 177 70178
21 | P a g e Second Floor Beams at +366.5 level (Node Nos.) 145232 7170 133 129 72141 424 126130134142146155 162 79 457135158391393164 80159 147461 127131 347 161394 392165 136 356 378 151 160 405 81 132 128460157372241362 255 380 458 163 137 379 149357459 40375 74 154233 139 404 73138140
22 | P a g e Roof Beams at +369.50 level (Node Nos.) 267 109106 9492 10793 108 426 103 114 110122 117 199 455111453123 454452 99 100 119254 116124 456105374242 198 10142598 1259697 235 121 120 113 95
23 | P a g e Roof Beams at +369.50 level (Beam Nos.) 437435 128109 127126 129 774 568 293136 562570 143147114 154574 564 567775 158 294160161 159 144 561 850702 155 701 700573369 856 852854 853855 849 848 572847 291560156 699 150139 857401 662 859392 858 861860 115 151566772 125 571 569 559 290851157113 563 773 565153 152 112 141 133361 142 140 111
24 | P a g e Elevation Grid 1 (Y-Z Plane)
25 | P a g e Elevation Grid 2 (Y-Z Plane)
26 | P a g e Elevation Grid 3 (Y-Z Plane) Elevation Grid 4 (Y-Z Plane)
27 | P a g e Elevation Grid 8 (Y-Z Plane) Elevation Grid 1 (X-Y Plane)
3 | P a g e PROJECT: DESIGN OF DRUM FILTER BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 55 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION SITE VISITS Page 73 1. Steel - Concrete Composite Building - Globe Cine Multiplex, Kolkata 2. Burnt up building under restoration - Lighthouse Cinema Hall, Kolkata
29 | P a g e Elevation Grid 6 (X-Y Plane Elevation Grid 7 (X-Y Plane)
30 | P a g e First Floor: Dead Load First Floor: Live Load -0.315 kN/m(GY) -0.315 kN/m(GY) -0.315 kN/m-0.427 kN/m-0.427 kN/m(GY) -0.315 kN/m-0.315 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY) -0.225 kN/m -0.315 kN/m-0.315 kN/m(GY) -0.315 kN/m -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m -0.315 kN/m(GY) -0.315 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.315 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m-0.146 kN/m-0.146 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY)-0.297 kN/m -0.315 kN/m-0.315 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.225 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m -0.427 kN/m(GY)-0.427 kN/m -0.315 kN/m(GY)-0.315 kN/m-0.349 kN/m-0.349 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY) -0.520 kN/m(GY)-0.520 kN/m 2*-0.427 kN/m2*-0.427 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.293 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m -0.297 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY) -0.297 kN/m 2*-0.337 kN/m2*-0.337 kN/m(GY) -0.337 kN/m(GY)-0.337 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m -0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.297 kN/m -0.297 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.427 kN/m -0.337 kN/m(GY) -0.337 kN/m(GY) -0.337 kN/m-0.301 kN/m-0.301 kN/m(GY) -0.293 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.428 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.297 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY) -0.427 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.520 kN/m(GY) -0.520 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.065 kN/m(GY) -0.260 kN/m-0.260 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.211 kN/m-0.211 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.211 kN/m-0.211 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.380 kN/m-0.380 kN/m(GY) -0.260 kN/m-0.260 kN/m(GY) -0.150 kN/m-0.065 kN/m -0.450 kN/m -0.150 kN/m-0.117 kN/m(GY) -0.428 kN/m(GY) -0.966 kN/m-0.966 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.214 kN/m-0.214 kN/m(GY) -0.150 kN/m -0.358 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.117 kN/m -0.450 kN/m(GY)-0.519 kN/m-0.519 kN/m(GY) -0.380 kN/m-0.380 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m -0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY) -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.214 kN/m-0.214 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.232 kN/m-0.232 kN/m(GY) -0.966 kN/m-0.966 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.069 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m -0.190 kN/m-0.190 kN/m(GY) -0.383 kN/m -0.191 kN/m-0.191 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY) -0.150 kN/m-0.191 kN/m(GY)-0.191 kN/m(GY)-0.069 kN/m-0.191 kN/m-0.191 kN/m(GY)-0.191 kN/m-0.191 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.442 kN/m-0.442 kN/m(GY) -0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY) -0.150 kN/m -0.191 kN/m(GY)-0.191 kN/m -0.069 kN/m(GY) -0.383 kN/m -0.191 kN/m-0.191 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m-0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY) -0.069 kN/m -0.150 kN/m-0.117 kN/m -0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m -0.190 kN/m-0.190 kN/m(GY) -0.150 kN/m-0.117 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY)-0.358 kN/m-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m -0.779 kN/m-0.779 kN/m(GY) -0.180 kN/m-0.180 kN/m(GY)-0.232 kN/m-0.232 kN/m(GY) -0.248 kN/m-0.248 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.248 kN/m-0.248 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.779 kN/m-0.779 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY)-0.245 kN/m -0.450 kN/m -0.245 kN/m(GY) -0.424 kN/m-0.424 kN/m(GY) -0.358 kN/m -0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) 2*-0.112 kN/m -0.659 kN/m -0.358 kN/m(GY) -0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY)-0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m -0.659 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.180 kN/m-0.180 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.150 kN/m -0.900 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.112 kN/m(GY) -1.215 kN/m -0.450 kN/m(GY) -0.450 kN/m -0.112 kN/m(GY) -0.450 kN/m -0.900 kN/m -0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m -1.215 kN/m(GY) -0.112 kN/m -0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.112 kN/m-0.150 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m2*-0.112 kN/m(GY) -0.900 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY)-1.215 kN/m-1.215 kN/m(GY) -13.000 kN -13.000 kN -13.000 kN -13.000 kN -1.750 kN/m(GY) -1.750 kN/m(GY) -1.750 kN/m-2.375 kN/m-2.375 kN/m(GY) -1.750 kN/m-1.750 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY) -2.375 kN/m-2.375 kN/m(GY) -1.250 kN/m -1.750 kN/m-1.750 kN/m(GY) -1.750 kN/m-2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m -1.750 kN/m(GY) -1.750 kN/m(GY) -2.885 kN/m-2.885 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.750 kN/m(GY) -0.812 kN/m-0.812 kN/m(GY)-0.812 kN/m-0.812 kN/m(GY)-1.626 kN/m -0.813 kN/m-0.813 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY)-1.650 kN/m -1.750 kN/m-1.750 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.250 kN/m(GY) -0.812 kN/m-0.812 kN/m(GY) -1.625 kN/m -2.375 kN/m(GY)-2.375 kN/m -1.750 kN/m(GY)-1.750 kN/m-1.938 kN/m-1.938 kN/m(GY) -1.938 kN/m-1.938 kN/m(GY) -0.813 kN/m-0.813 kN/m(GY)-0.813 kN/m-0.813 kN/m(GY) -2.887 kN/m(GY)-2.887 kN/m 2*-2.375 kN/m2*-2.375 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.625 kN/m(GY)-1.938 kN/m-1.938 kN/m(GY)-1.650 kN/m -1.650 kN/m(GY) -2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -2.375 kN/m-2.375 kN/m(GY)-2.375 kN/m-2.375 kN/m(GY) -1.650 kN/m 2*-1.875 kN/m2*-1.875 kN/m(GY) -1.875 kN/m(GY)-1.875 kN/m(GY) -1.938 kN/m-1.938 kN/m(GY)-1.650 kN/m -2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY) -1.938 kN/m-1.938 kN/m(GY) -1.938 kN/m-1.938 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.650 kN/m -1.650 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -2.375 kN/m-2.375 kN/m(GY) -1.675 kN/m-1.675 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -2.375 kN/m-1.875 kN/m(GY) -1.875 kN/m(GY) -1.875 kN/m -1.675 kN/m-1.675 kN/m(GY) -1.626 kN/m(GY) -2.883 kN/m-2.883 kN/m(GY) -2.883 kN/m-2.883 kN/m(GY) -2.376 kN/m -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.650 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.675 kN/m-1.675 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.675 kN/m-1.675 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY) -2.375 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY) -2.887 kN/m(GY) -2.887 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.361 kN/m(GY) -1.443 kN/m-1.443 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -1.170 kN/m-1.170 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -1.170 kN/m-1.170 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -2.113 kN/m-2.113 kN/m(GY) -1.443 kN/m-1.443 kN/m(GY) -0.361 kN/m -2.499 kN/m -0.651 kN/m(GY) -2.376 kN/m(GY) -5.365 kN/m-5.365 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.187 kN/m-1.187 kN/m(GY) -1.986 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -0.651 kN/m -2.499 kN/m(GY) -2.885 kN/m-2.885 kN/m(GY) -2.113 kN/m-2.113 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.187 kN/m-1.187 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.292 kN/m-1.292 kN/m(GY) -5.365 kN/m-5.365 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -0.382 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-1.057 kN/m-1.057 kN/m(GY) -2.125 kN/m -1.063 kN/m-1.063 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY) -1.063 kN/m(GY)-1.063 kN/m(GY)-0.382 kN/m -1.063 kN/m-1.063 kN/m(GY)-1.063 kN/m-1.063 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-2.454 kN/m-2.454 kN/m(GY) -2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY)-1.063 kN/m(GY)-1.063 kN/m -0.382 kN/m(GY) -2.125 kN/m -1.063 kN/m-1.063 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY)-0.382 kN/m -0.651 kN/m -2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m -1.057 kN/m-1.057 kN/m(GY) -0.651 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY)-1.986 kN/m-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY) -4.330 kN/m-4.330 kN/m(GY) -1.000 kN/m-1.000 kN/m(GY)-1.292 kN/m-1.292 kN/m(GY) -1.378 kN/m-1.378 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.378 kN/m-1.378 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -4.330 kN/m-4.330 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY)-1.360 kN/m -2.500 kN/m -1.360 kN/m(GY) -2.356 kN/m-2.356 kN/m(GY) -1.991 kN/m -2.500 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) 2*-0.625 kN/m -3.660 kN/m -1.991 kN/m(GY) -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -3.660 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.000 kN/m-1.000 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m -5.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.625 kN/m(GY) -6.750 kN/m -2.500 kN/m(GY) -2.500 kN/m -0.625 kN/m(GY) -2.500 kN/m-5.000 kN/m -2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m -6.750 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -0.625 kN/m -2.500 kN/m-2.500 kN/m(GY) 2*-0.625 kN/m(GY) -5.000 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY) -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN
31 | P a g e Second Floor: Dead Load Second Floor: Live Load -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.402 kN/m-0.402 kN/m(GY) -0.150 kN/m -0.150 kN/m-0.150 kN/m(GY) -0.240 kN/m-0.240 kN/m(GY) -0.240 kN/m-0.240 kN/m(GY) -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.402 kN/m-0.402 kN/m(GY) -0.172 kN/m-0.172 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.303 kN/m-0.303 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY) -0.604 kN/m-0.604 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.124 kN/m -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.172 kN/m-0.172 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY) -0.537 kN/m(GY) -0.270 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.150 kN/m-0.150 kN/m(GY) -0.426 kN/m -0.124 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.900 kN/m(GY) -0.303 kN/m-0.303 kN/m(GY) -0.417 kN/m-0.417 kN/m(GY) -0.537 kN/m(GY) -0.602 kN/m-0.602 kN/m(GY) -0.517 kN/m(GY)-0.517 kN/m -0.270 kN/m(GY) -0.517 kN/m 2*-0.209 kN/m2*-0.209 kN/m(GY) 2*-0.270 kN/m-0.300 kN/m-0.300 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) -0.315 kN/m-0.315 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)-0.150 kN/m -0.900 kN/m -0.292 kN/m-0.292 kN/m(GY) -0.517 kN/m(GY) -0.294 kN/m(GY) -0.225 kN/m(GY) -0.602 kN/m-0.602 kN/m(GY) -0.426 kN/m -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.270 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.517 kN/m -0.270 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.293 kN/m -0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m-0.360 kN/m(GY)-0.360 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m -0.132 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY) -0.517 kN/m(GY) -0.604 kN/m-0.604 kN/m(GY) -0.294 kN/m -0.225 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.315 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY)-0.293 kN/m(GY) -0.417 kN/m-0.417 kN/m(GY) -0.249 kN/m -0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY) -0.360 kN/m(GY)-0.360 kN/m -0.315 kN/m-0.315 kN/m(GY)-0.315 kN/m -0.180 kN/m-0.180 kN/m(GY) -0.249 kN/m(GY) 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.180 kN/m(GY)-0.180 kN/m -0.382 kN/m -0.270 kN/m(GY)-0.132 kN/m -0.250 kN/m-0.250 kN/m(GY) -0.150 kN/m -0.900 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.292 kN/m-0.292 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY)-0.180 kN/m(GY) -0.360 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.207 kN/m-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.270 kN/m(GY) -0.360 kN/m -0.044 kN/m -0.360 kN/m(GY)-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.247 kN/m-0.247 kN/m(GY)-0.247 kN/m -0.383 kN/m-0.383 kN/m(GY)-0.383 kN/m -0.180 kN/m(GY) -0.180 kN/m(GY) -0.382 kN/m(GY) -0.517 kN/m(GY) -0.315 kN/m -0.360 kN/m(GY)-0.337 kN/m(GY) -0.495 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.517 kN/m -0.180 kN/m(GY) -0.180 kN/m -0.180 kN/m -0.360 kN/m(GY) -0.044 kN/m(GY)-0.219 kN/m -0.247 kN/m(GY) -0.383 kN/m(GY)-0.383 kN/m(GY)-0.383 kN/m -0.247 kN/m-0.247 kN/m(GY) -0.207 kN/m -0.360 kN/m-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.247 kN/m(GY)-0.247 kN/m(GY)-0.247 kN/m -0.180 kN/m-0.180 kN/m(GY) -0.517 kN/m(GY) -0.315 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.150 kN/m -0.247 kN/m(GY)-0.247 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.225 kN/m -0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY) -0.247 kN/m-0.247 kN/m(GY) -0.495 kN/m -0.150 kN/m -0.247 kN/m(GY) -0.247 kN/m(GY) 2*-0.337 kN/m2*-0.337 kN/m(GY) 2*-0.337 kN/m2*-0.337 kN/m(GY) -0.225 kN/m(GY) -0.219 kN/m 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.517 kN/m(GY) -0.517 kN/m(GY) -0.517 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.150 kN/m -0.517 kN/m-0.517 kN/m(GY) -0.225 kN/m -0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -0.219 kN/m 2*-0.112 kN/m-0.112 kN/m(GY) -1.215 kN/m -0.112 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.150 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.203 kN/m -0.225 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.219 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY) -0.150 kN/m -0.203 kN/m(GY) -1.215 kN/m(GY) -0.112 kN/m -0.450 kN/m(GY) -0.112 kN/m -0.450 kN/m(GY) -0.450 kN/m -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m2*-0.112 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m -0.150 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) -20.000 kN -20.000 kN -7.500 kN -7.500 kN -7.500 kN -4.000 kN -7.500 kN -4.000 kN-7.500 kN -4.000 kN -7.500 kN -4.000 kN -1.667 kN/m-1.667 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY) -2.233 kN/m-2.233 kN/m(GY) -0.833 kN/m-0.833 kN/m(GY) -1.336 kN/m-1.336 kN/m(GY) -1.336 kN/m-1.336 kN/m(GY) -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -2.233 kN/m-2.233 kN/m(GY) -0.958 kN/m-0.958 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.681 kN/m-1.681 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY) -3.354 kN/m-3.354 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -0.689 kN/m -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.958 kN/m-0.958 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY) -2.985 kN/m(GY) -1.500 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -0.833 kN/m-0.833 kN/m(GY) -2.369 kN/m -0.689 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -5.000 kN/m(GY) -1.681 kN/m-1.681 kN/m(GY) -2.319 kN/m-2.319 kN/m(GY) -2.985 kN/m(GY) -3.346 kN/m-3.346 kN/m(GY) -2.875 kN/m(GY)-2.875 kN/m -1.500 kN/m(GY) -2.875 kN/m 2*-1.164 kN/m2*-1.164 kN/m(GY) 2*-1.500 kN/m-1.667 kN/m-1.667 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) -1.750 kN/m-1.750 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -5.000 kN/m -1.625 kN/m-1.625 kN/m(GY) -2.875 kN/m(GY) -1.636 kN/m(GY) -1.252 kN/m(GY) -3.347 kN/m-3.347 kN/m(GY) -2.369 kN/m -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.500 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -2.875 kN/m -1.500 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -1.628 kN/m -2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m-2.000 kN/m(GY)-2.000 kN/m(GY) -1.750 kN/m(GY)-1.750 kN/m(GY)-1.750 kN/m -0.731 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY) -2.875 kN/m(GY) -3.353 kN/m-3.353 kN/m(GY) -1.636 kN/m -1.252 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -1.750 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY)-1.628 kN/m(GY) -2.319 kN/m-2.319 kN/m(GY) -1.383 kN/m -2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY) -2.000 kN/m(GY)-2.000 kN/m -1.750 kN/m-1.750 kN/m(GY)-1.750 kN/m -1.000 kN/m-1.000 kN/m(GY) -1.383 kN/m(GY) 2*-1.164 kN/m2*-1.164 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.000 kN/m(GY)-1.000 kN/m -2.125 kN/m -1.500 kN/m(GY) -0.731 kN/m -1.392 kN/m-1.392 kN/m(GY) -5.000 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.625 kN/m-1.625 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY)-1.000 kN/m(GY) -2.000 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.148 kN/m-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -1.500 kN/m(GY) -2.000 kN/m -0.244 kN/m -2.000 kN/m(GY)-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -1.375 kN/m-1.375 kN/m(GY)-1.375 kN/m -2.125 kN/m-2.125 kN/m(GY)-2.125 kN/m -1.000 kN/m(GY) -1.000 kN/m(GY) -2.125 kN/m(GY) -2.875 kN/m(GY) -1.750 kN/m -2.000 kN/m(GY)-1.875 kN/m(GY) -2.750 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY) -2.875 kN/m -1.000 kN/m(GY) -1.000 kN/m -1.000 kN/m -2.000 kN/m(GY) -0.244 kN/m(GY) -1.219 kN/m -1.375 kN/m(GY) -2.125 kN/m(GY)-2.125 kN/m(GY)-2.125 kN/m -1.375 kN/m-1.375 kN/m(GY) -1.148 kN/m -2.000 kN/m-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m -1.667 kN/m-1.667 kN/m(GY) -1.375 kN/m(GY)-1.375 kN/m(GY)-1.375 kN/m -1.000 kN/m-1.000 kN/m(GY) -2.875 kN/m(GY) -1.750 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY) 2*-1.164 kN/m2*-1.164 kN/m(GY) -1.375 kN/m(GY)-1.375 kN/m -1.875 kN/m-1.875 kN/m(GY) -1.250 kN/m -1.219 kN/m(GY)-1.625 kN/m-1.625 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.375 kN/m-1.375 kN/m(GY) -2.750 kN/m -1.375 kN/m(GY) -1.375 kN/m(GY) 2*-1.875 kN/m2*-1.875 kN/m(GY) 2*-1.875 kN/m2*-1.875 kN/m(GY) -1.250 kN/m(GY) -1.219 kN/m 2*-1.667 kN/m2*-1.667 kN/m(GY) -2.875 kN/m(GY) -2.875 kN/m(GY) -2.875 kN/m -1.875 kN/m-1.875 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -1.250 kN/m -1.219 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.219 kN/m 2*-0.625 kN/m-0.625 kN/m(GY) -6.750 kN/m -0.625 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m 2*-1.164 kN/m2*-1.164 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.125 kN/m -1.250 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.219 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.125 kN/m(GY) -6.750 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -2.500 kN/m -1.667 kN/m-1.667 kN/m(GY) 2*-0.625 kN/m(GY) -2.500 kN/m(GY)-2.500 kN/m -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m(GY) -1.500 kN -1.500 kN -1.500 kN -1.500 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN
32 | P a g e Roof: Dead Load Roof: Live Load -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m -0.336 kN/m-0.336 kN/m(GY) -0.900 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)2*-0.300 kN/m2*-0.300 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.150 kN/m -0.150 kN/m-0.150 kN/m(GY) -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.150 kN/m -0.900 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.336 kN/m-0.336 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY) -0.154 kN/m-0.154 kN/m(GY) -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.334 kN/m-0.334 kN/m(GY) -0.154 kN/m-0.154 kN/m(GY) -0.150 kN/m -0.450 kN/m(GY)-0.450 kN/m -1.215 kN/m -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.150 kN/m-0.450 kN/m-0.450 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.150 kN/m-0.150 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.900 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY) 2*-0.334 kN/m2*-0.334 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) -0.112 kN/m -1.215 kN/m(GY) -0.112 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)2*-0.112 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) 2*-0.270 kN/m2*-0.300 kN/m2*-0.300 kN/m(GY) -0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)2*-0.270 kN/m -0.461 kN/m(GY) -0.461 kN/m(GY) -0.270 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.270 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY)-0.338 kN/m-0.338 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.461 kN/m(GY) -0.270 kN/m(GY) -0.461 kN/m -0.270 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.253 kN/m(GY) -0.461 kN/m(GY) -0.461 kN/m -0.450 kN/m(GY)-0.461 kN/m 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.335 kN/m-0.335 kN/m(GY) -0.251 kN/m -0.461 kN/m(GY) -0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.253 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY)-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.251 kN/m(GY) -0.334 kN/m-0.334 kN/m(GY)-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)-0.150 kN/m -0.461 kN/m-0.461 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) 2*-0.335 kN/m2*-0.335 kN/m(GY) -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -16.000 kN -16.000 kN -16.000 kN -16.000 kN -1.012 kN/m-1.012 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) -0.750 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY) -0.125 kN/m-0.125 kN/m(GY) -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.750 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -0.750 kN/m -0.280 kN/m-0.280 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY) -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY) -0.375 kN/m(GY)-0.375 kN/m -1.012 kN/m -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.125 kN/m-0.125 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.750 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) 2*-0.279 kN/m2*-0.279 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.375 kN/m(GY) -0.375 kN/m(GY) -0.094 kN/m -1.012 kN/m(GY) -0.094 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)2*-0.094 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.375 kN/m(GY) -0.375 kN/m(GY) 2*-0.225 kN/m2*-0.250 kN/m2*-0.250 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)2*-0.225 kN/m -0.384 kN/m(GY) -0.384 kN/m(GY) -0.225 kN/m -0.375 kN/m-0.375 kN/m(GY) -0.225 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.375 kN/m(GY)-0.375 kN/m -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY)-0.281 kN/m-0.281 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.384 kN/m(GY) -0.225 kN/m(GY) -0.384 kN/m -0.225 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY) -0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY) -0.211 kN/m(GY) -0.384 kN/m(GY) -0.384 kN/m -0.375 kN/m(GY)-0.384 kN/m 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY) -0.209 kN/m -0.384 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.211 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.209 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.375 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) 2*-0.279 kN/m2*-0.279 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN
33 | P a g e Load due to wind in X direction Load due to wind in Z direction 0.210 kN/m0.052 kN/m 0.052 kN/m 0.052 kN/m 0.210 kN/m0.275 kN/m0.172 kN/m 0.210 kN/m0.210 kN/m 0.090 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m0.090 kN/m 0.090 kN/m0.210 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m0.090 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m0.103 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m0.103 kN/m0.210 kN/m 0.210 kN/m0.090 kN/m0.172 kN/m 0.103 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.045 kN/m 0.103 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.052 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.103 kN/m 0.103 kN/m 0.052 kN/m 0.172 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m0.045 kN/m 0.052 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.103 kN/m0.045 kN/m 0.103 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.103 kN/m0.210 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.103 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.172 kN/m 0.045 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m0.172 kN/m 0.103 kN/m 0.052 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.103 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.052 kN/m 0.045 kN/m 0.045 kN/m 0.052 kN/m 0.103 kN/m 0.103 kN/m 0.275 kN/m0.172 kN/m 0.052 kN/m 0.103 kN/m0.045 kN/m 0.210 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m0.103 kN/m 0.052 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.172 kN/m 0.090 kN/m 0.103 kN/m0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m0.103 kN/m 0.172 kN/m 0.103 kN/m0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m0.103 kN/m 0.045 kN/m 0.090 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.172 kN/m 0.210 kN/m0.103 kN/m0.090 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.172 kN/m 0.210 kN/m0.103 kN/m 0.172 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.090 kN/m0.210 kN/m0.103 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m0.103 kN/m 0.045 kN/m 0.103 kN/m 0.103 kN/m 0.045 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.172 kN/m 0.103 kN/m0.210 kN/m 0.103 kN/m 0.045 kN/m 0.172 kN/m 0.210 kN/m -0.009 kN0.019 kN0.009 kN0.019 kN-0.009 kN0.019 kN 0.044 kN 0.009 kN0.019 kN 0.044 kN0.050 kN0.094 kN0.106 kN0.094 kN 0.044 kN-0.050 kN0.044 kN0.094 kN-0.106 kN 0.094 kN0.106 kN0.094 kN0.040 kN0.022 kN0.094 kN-0.106 kN0.040 kN0.022 kN0.040 kN-0.022 kN0.040 kN-0.022 kN 0.590 kN 1.400 kN 0.590 kN -1.500 kN 0.590 kN 1.400 kN 0.590 kN -1.500 kN Load3 X Y Z 0.210 kN/m 0.052 kN/m 0.052 kN/m 0.052 kN/m 0.275 kN/m0.210 kN/m 0.210 kN/m 0.275 kN/m 0.210 kN/m 0.090 kN/m 0.052 kN/m 0.090 kN/m 0.275 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.275 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.275 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m 0.210 kN/m 0.103 kN/m0.103 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.172 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.275 kN/m 0.052 kN/m 0.210 kN/m0.103 kN/m 0.090 kN/m0.103 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.172 kN/m0.172 kN/m 0.090 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.045 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.275 kN/m 0.052 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m0.045 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.103 kN/m 0.045 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.210 kN/m 0.052 kN/m 0.045 kN/m 0.045 kN/m 0.052 kN/m 0.275 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m 0.045 kN/m 0.090 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.045 kN/m 0.045 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.275 kN/m 0.210 kN/m 0.103 kN/m 0.045 kN/m 0.045 kN/m 0.210 kN/m 0.103 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.045 kN/m 0.275 kN/m 0.045 kN/m 0.275 kN/m 0.045 kN/m 0.275 kN/m 0.032 kN-0.038 kN0.032 kN-0.038 kN 4.000 kN 4.000 kN 0.676 kN 0.032 kN 0.040 kN0.089 kN 0.676 kN 0.032 kN 0.040 kN0.022 kN0.132 kN0.022 kN 0.363 kN 0.040 kN 4.000 kN -4.000 kN 0.040 kN-0.089 kN 0.022 kN0.232 kN 0.676 kN 0.022 kN-0.132 kN 0.022 kN -0.364 kN 0.144 kN 0.338 kN0.022 kN-0.232 kN0.144 kN-0.338 kN 0.144 kN 0.338 kN0.144 kN-0.338 kN 0.338 kN 0.989 kN 0.338 kN 0.989 kN 0.338 kN -0.989 kN 0.338 kN -0.989 kN Load4 X Y Z
34 | P a g e F. DESIGN OF FOUNDATION Footing No. Foundation Geometry Length Width Thickness 1 1.750 m 1.600 m 0.300 m 2 1.750 m 1.750 m 0.300 m 3 1.750 m 1.750 m 0.300 m 4 1.750 m 1.600 m 0.300 m 7 1.750 m 1.600 m 0.300 m 8 1.750 m 1.600 m 0.300 m 9 1.750 m 1.600 m 0.300 m 10 1.750 m 1.600 m 0.300 m 300 1.600 m 1.500 m 0.300 m 301 1.600 m 1.500 m 0.300 m 306 1.750 m 1.600 m 0.300 m 307 1.750 m 1.600 m 0.300 m 308 1.750 m 1.600 m 0.300 m Footing No. Footing Reinforcement Bottom Reinforcement (MZ) Bottom Reinforcement (MX) Top Reinforcement (MZ) Top Reinforcement (MX) 1 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 2 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 3 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 4 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 7 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 8 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 9 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 10 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 300 T08 @ 200 mm c/c T08 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 301 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 306 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 307 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 308 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
35 | P a g e G. RESULTS AND CONCLUSION The members are designed within the permissible limits and found ok. Also, deflections of all the members are found to be within the allowable limits. Hence, it may be concluded that the structural analysis and design of the structure is carried out in compliance with the Specifications for Civil/Structural Design and is found to be adequate from strength and serviceability point of view.
36 | P a g e DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE A. BRIEF DESCRIPTION OF STRUCTURE: This building is Reinforced Concrete framed structure. Isolated footings have been provided in accordance to the soils report. 1. Description Of Building : Electrical Control Building (VSCPL) 2. Size of the building : 24.23 m X 9 m 3. Height of the building : 11.225 m. B. DESIGN DATA Steel Material Specifications: Structural Steel : INDIAN STANDARD ROLLED SECTION Concrete Material Specifications: Concrete compressive strength : 20 N/mm2 Reinforcement Yield strength : 500 N/mm2 Concrete cover: Earth faces (Bottom) : 75mm Earth Faces (Top & Sides) : 50mm Beam : 40mm Column, Pedestals above ground : 50mm Wall and slab above GL (Internal) : 25mm
37 | P a g e Reference Codes & Documents: 1. IS 456:2000 : Basis of structural design 2. IS 875:2002 (PART 3) : Design of concrete structures against wind 3. IS 1893:2002/2005 : Design of concrete structures against earthquakes Reference Drawings: 1. 014078-C-SY-SY-AR-2301-A 2. 014078-C-SY-SY-NR-2304-01-01-B 3. 014078-C-SY-SY-NR-2305-A 4. 014078-C-SY-SY-NR-2307-A 5. 014078-C-SY-SY-NR-2310-A 6. 014078-C-SY-SY-NR-2311-B C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 : Dead Load Load Case 2 : Live Load Load Case 3 : Wind Load (+X) Load Case 4 : Wind Load (-X) Load Case 5 : Wind Load (+Z) Load Case 6 : Wind Load (-Z) Load Case 7 : Seismic (+X)
38 | P a g e Load Case 8 : Seismic (-X) Load Case 9 : Seismic (+Z) Load Case 10 : Seismic (-Z) 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis is developed as per IS - 800. Load combinations are auto-generated using Indian Code for General Structures. 3. Calculations a. Dead Load i. Self weight ii. Brick Load: i. On beams of the terrace structure = 80% of (20 X 2.52 X .25) = 10.1 kN/m ii. On beams of first floor = 80% of (20 X 3.9 X .25) = 15.6 kN/m iii. On beams of ground floor = 80% of (20 X 4.8 X .25) = 19.2 kN/m iv. On beams of 1st floor roof = 80% of (20 X 0.9 X .25) = 3.6 kN/m iii. Water Tanks: 10 kN on each of the two tanks at 7.800M level iv. Load for partition wall at 3.900M level = 1 kN/m2 b. Live Load i. Floor Load i. Head room at 7.800M level : 0.75 kN/m2 ii. Control Room at first floor (3.900M level) : 10kN/m2 iii. EE’s Office at first floor (3.900M level) : 4 kN/m2 iv. Washroom at first floor and ground floor : 2 kN/m2 v. Top roof at the open terrace surfaces : 1.5 kN/m2 vi. Portico roof at 2.825M level : 0.75 kN/m2 ii. Stairs: 4 kN/m2 c. Dust Load: 0.3 kN/m2 on every open roof
39 | P a g e NOTE: 1. Thickness of Head Room slab = 100mm 2. Thickness of Roof slabs and first floor slabs = 130mm 3. Thickness of Portico slab = 200mm D. DEFLECTION CHECK HORIZONTAL DEFLECTION: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Y are as follows: Top Level Bottom Level Maximum Deflection in Z-dir. (mm) Maximum Deflection in Y-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/400 (mm) Remarks 10.325 -0.900 17.068 10.04 11225 28.10 OK - - - - - - - - - - - - - - - - - - VERTICAL DEFLECTION: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using analysis for all the beams. Vertical deflection is within the limit. Hence, SAFE.
40 | P a g e E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure 3D Rendered View Load47 X Y Z
41 | P a g e Support Nodes Nos. 183 182 181 185 184 187 180 177186 179 176 178 175 190 174 173 172 188171 170 191189 Load10 X Y Z
42 | P a g e Roof - Beam & Nodes Nos.(EL. +7.800m) First Floor-Beam & Nodes Nos. (EL. +3.800m) 10 9 255 224253 249 225254251 250 226252 293 112 8 18 158 292 98 7 17 97 152 312 82 16135 126 153 136 227 150 27125 115 159 151 26 308 15 14 311 64 63 62 67 148 66 147 69 61 119 5668 60 55 118 59 54 104 113161 53 103 115 52 114 51 50 49 160 259 34 237 223246 248 222238247 233 318235 245 33 260317236 2204 31 321 313 320 30140 122142 141 219 29121319 116 28 309 25 24 314 42 41 40 45 144 44 143 47 39 3446 38 33 165 37 32 96 164 107111162 31 95 30 29 28 27 158
43 | P a g e Plinth Level - Beam & Nodes Nos. (EL. -0.900m) Elevation Grid 1(XY Plane) 183 184 338 187 168170 189 167186164 339 188 166185 198 335 180 337174 179 194316 163 178 162 177 196386161 385 310 336 195 173 197 315 20 19 169 18 23 121 22 120 25 15 1024 14 9 168 13 8 125 163 7 6 124 5 1274 3 126159 Load10 X Y Z 205 389 197 218 394 206 191 126 131 132 127 188 Load10 X Y Z
44 | P a g e Elevation Grid 2(XY Plane) Elevation Grid 3(XY Plane) 400401403404 402390 406 393405 177 178 180337194385 386 179336173315 270 264 214 215 210209 4437 38 43304 216211212213217 424139 40 25 2603029 3128314 24 4853 5154305 475052 49 15 2614311 27 181716 151 150 159 177175 176174173171189 172170 7 91688 101254 612453159 156 152 135 138134136133137 27 28 29158 30 31 32 33 34 565554160 5352515049 114 115 X Y 77 78 117 261 123 373 293 198 158 149 112 148 245 268 124 75 292 369 76 118 187 150 47 119 69 25 99 8990 100 186 68 24 154 118 46 Load 10 X Y Z
45 | P a g e Elevation Grid 4(XY Plane) Elevation Grid 5 (XY Plane) 306 307 388 313 312 316 399 57 70 4 7 174 398 58 69 8 33 335 68 59 397 188 250 233 187 237 255 67 60 396 338 9 34 184 66 61 395 183 259 10 65 392 62 162 161 190 163 13 178 59 37 38 179 14 60 61 15 39 180 147 120 143 144 121 148 181 40 18 62 169 63 19 182 41 42 20 183 64 Load10 X Y Z 248 391 73 387 72 249 71 189 74 185 45 67 2322 66 184 44 Load10 X Y Z
46 | P a g e Seismic Load +X Seismic Load -X 6.162 kN 4.497 kN 4.170 kN 0.219 kN 3.730 kN 0.534 kN 0.030 kN 4.170 kN 0.118 kN 3.586 kN 0.199 kN 6.162 kN 0.153 kN 2.280 kN 4.497 kN 5.272 kN 0.092 kN 0.412 kN 3.790 kN 2.848 kN 0.534 kN 4.170 kN 0.219 kN 0.058 kN 0.208 kN 2.280 kN 2.838 kN 0.030 kN 1.179 kN 0.065 kN 3.730 kN 0.083 kN 6.140 kN 0.228 kN 0.494 kN0.500 kN 3.184 kN4.170 kN 3.198 kN 0.118 kN 2.280 kN 0.208 kN 0.045 kN0.012 kN 0.650 kN 1.880 kN 4.833 kN 3.730 kN 0.065 kN 0.199 kN 3.960 kN 0.083 kN 0.412 kN 0.594 kN 0.205 kN 0.045 kN 0.412 kN 0.228 kN 0.420 kN 3.960 kN 3.785 kN 2.932 kN 0.118 kN 0.058 kN 0.189 kN 0.153 kN 2.280 kN 2.690 kN 0.129 kN 1.566 kN 0.133 kN 0.203 kN 0.659 kN 0.095 kN 2.567 kN 4.833 kN 3.960 kN 0.114 kN 0.594 kN 1.409 kN 0.208 kN 2.679 kN 3.730 kN 0.097 kN 4.654 kN 0.189 kN 4.089 kN 0.091 kN 1.566 kN 0.203 kN 0.095 kN 2.918 kN 3.960 kN 0.140 kN 1.409 kN 3.730 kN 3.960 kN 0.097 kN0.091 kN 3.120 kN 7.030 kN 0.140 kN 4.847 kN 3.960 kN 0.140 kN 3.730 kN 0.219 kN 3.960 kN 0.140 kN 3.730 kN 7.030 kN 0.140 kN 4.847 kN 0.219 kN Load1 X Y Z -6.162 kN -4.497 kN -4.170 kN -0.219 kN -3.730 kN -0.534 kN -0.030 kN -4.170 kN -0.118 kN -3.586 kN -0.199 kN -6.162 kN -0.153 kN -2.280 kN -4.497 kN -5.272 kN -0.092 kN -0.412 kN -3.790 kN -2.848 kN -0.534 kN -4.170 kN -0.219 kN -0.058 kN -0.208 kN -2.280 kN -2.838 kN -0.030 kN -1.179 kN -0.065 kN -3.730 kN -0.083 kN -6.140 kN -0.228 kN -0.494 kN-0.500 kN -3.184 kN-4.170 kN -3.198 kN -0.118 kN -2.280 kN -0.208 kN -0.045 kN-0.012 kN -0.650 kN -1.880 kN -4.833 kN -3.730 kN -0.065 kN -0.199 kN -3.960 kN -0.083 kN -0.412 kN -0.594 kN -0.205 kN -0.045 kN -0.412 kN -0.228 kN -0.420 kN -3.960 kN -3.785 kN -2.932 kN -0.118 kN -0.058 kN -0.189 kN -0.153 kN -2.280 kN -2.690 kN -0.129 kN -1.566 kN -0.133 kN -0.203 kN -0.659 kN -0.095 kN -2.567 kN -4.833 kN -3.960 kN -0.114 kN -0.594 kN -1.409 kN -0.208 kN -2.679 kN -3.730 kN -0.097 kN -4.654 kN -0.189 kN -4.089 kN -0.091 kN -1.566 kN -0.203 kN -0.095 kN -2.918 kN -3.960 kN -0.140 kN -1.409 kN -3.730 kN -3.960 kN -0.097 kN-0.091 kN -3.120 kN -7.030 kN -0.140 kN -4.847 kN -3.960 kN -0.140 kN -3.730 kN -0.219 kN -3.960 kN -0.140 kN -3.730 kN -7.030 kN -0.140 kN -4.847 kN -0.219 kN Load2 X Y Z
47 | P a g e Seismic Load +Z Seismic Load -Z 24.598 kN 17.950 kN 16.648 kN 0.876 kN 14.888 kN 2.130 kN 0.120 kN 16.648 kN 0.472 kN 14.314 kN 0.796 kN 24.598 kN 0.610 kN 9.103 kN 17.950 kN 21.046 kN 0.367 kN 1.643 kN 15.131 kN 11.368 kN 2.130 kN 16.648 kN 0.876 kN 0.233 kN 0.830 kN 9.103 kN 11.328 kN 0.120 kN 4.708 kN 0.258 kN 14.888 kN 0.332 kN 24.511 kN 0.909 kN 1.972 kN1.996 kN 12.711 kN 16.648 kN 12.768 kN 0.472 kN 9.103 kN 0.830 kN 0.181 kN0.048 kN 2.597 kN 7.506 kN 19.293 kN 14.888 kN 0.258 kN 0.796 kN 15.810 kN 0.332 kN 1.643 kN 2.373 kN 0.817 kN 0.181 kN 1.644 kN 0.911 kN 1.677 kN 15.809 kN 15.112 kN 11.704 kN 0.472 kN 0.233 kN 0.753 kN 0.610 kN 9.103 kN 10.737 kN 0.517 kN 6.253 kN 0.529 kN 0.812 kN 2.630 kN 0.378 kN 10.249 kN 19.293 kN 15.810 kN 0.455 kN 2.373 kN 5.623 kN 0.830 kN 10.695 kN 14.888 kN 0.387 kN 18.577 kN 0.753 kN 16.324 kN 0.362 kN 6.253 kN 0.812 kN 0.378 kN 11.649 kN 15.810 kN 0.560 kN 5.623 kN 14.888 kN 15.810 kN 0.387 kN0.362 kN 12.456 kN 28.063 kN 0.560 kN 19.350 kN 15.810 kN 0.560 kN 14.888 kN 0.876 kN 15.810 kN 0.560 kN 14.888 kN 0.560 kN 19.350 kN 0.876 kN Load3 X Y Z -24.598 kN -17.950 kN -16.648 kN -0.876 kN -14.888 kN -2.130 kN -0.120 kN -16.648 kN -0.472 kN -14.314 kN -0.796 kN -24.598 kN -0.610 kN -9.103 kN -17.950 kN -21.046 kN -0.367 kN -1.643 kN -15.131 kN -11.368 kN -2.130 kN -16.648 kN -0.876 kN -0.233 kN -0.830 kN -9.103 kN -11.328 kN -0.120 kN -4.708 kN -0.258 kN -14.888 kN -0.332 kN -24.511 kN -0.909 kN -1.972 kN-1.996 kN -12.711 kN-16.648 kN -12.768 kN -0.472 kN -9.103 kN -0.830 kN -0.181 kN-0.048 kN -2.597 kN -7.506 kN -19.293 kN -14.888 kN -0.258 kN -0.796 kN -15.810 kN -0.332 kN -1.643 kN -2.373 kN -0.817 kN -0.181 kN -1.644 kN -0.911 kN -1.677 kN -15.809 kN -15.112 kN -11.704 kN -0.472 kN -0.233 kN -0.753 kN -0.610 kN -9.103 kN -10.737 kN -0.517 kN -6.253 kN -0.529 kN -0.812 kN -2.630 kN -0.378 kN -10.249 kN -19.293 kN -15.810 kN -0.455 kN -2.373 kN -5.623 kN -0.830 kN -10.695 kN -14.888 kN -0.387 kN -18.577 kN -0.753 kN -16.324 kN -0.362 kN -6.253 kN -0.812 kN -0.378 kN -11.649 kN -15.810 kN -0.560 kN -5.623 kN -14.888 kN -15.810 kN -0.387 kN-0.362 kN -12.456 kN -28.063 kN -0.560 kN -19.350 kN -15.810 kN -0.560 kN -14.888 kN -0.876 kN -15.810 kN -0.560 kN -14.888 kN -28.063 kN -0.560 kN -19.350 kN -0.876 kN Load4 X Y Z
48 | P a g e Dead Load: Roof Dead Load: First Floor -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -10.000 kN -4.500 kN/m -4.500 kN/m -10.000 kN -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -10.100 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m -15.600 kN/m -15.600 kN/m -0.100 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY) -0.100 kN/m -15.600 kN/m -0.100 kN/m(GY) -15.600 kN/m -15.600 kN/m -0.100 kN/m(GY) -0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m
4 | P a g e ACKNOWLEDGEMENT Every project big or small is successful largely due to the efforts of a number of wonderful people who always give their valuable time and energy for the sake of it. I sincerely appreciate the inspiration, support and guidance of all those people who have been instrumental in making this learning experience a success. I, Shubham Tripathi, a student of Civil Engineering at IIT (BHU), VARANASI, am extremely grateful to BASU CONSULTING ENGINEERS, for giving me the opportunity to attend this training programme. At this juncture I feel deeply honoured in expressing my sincere thanks to Mr. Nilanjan Basu, Founder & CEO, Basu Consulting Engineers, for dispensing me with this extraordinary chance of learning. I would also like to thank Mr. Manjurul Haque for making the resources available at the right times and providing us some valuable insights leading to the successful completion of my projects. I am immensely indebted to him for the invaluable help that he rendered at every step of this training programme. I further place a deep sense of gratitude to the following persons who have helped us in completing the training programme: Personnel Department Mr. J. Bharati HEAD, STRUCTURAL ENGG. Mr. S. C. Guha HEAD, CIVIL ENGG. Mr. Manjurul Haque DESIGN ENGINEER Mr. K. Bhattacharya PROJECT MANAGER (SITE) Mr. J. K. Ghosh STRUCTURAL ENGG., HEAD CHECKER Mr. S. Palmal DESIGN AND DRAWING Mr. A. Gayen DESIGN AND DRAWING Mr. S. Basu DESIGN AND DRAWING Mr. T. Jana DESIGN AND DRAWING Mr. D. Bose DESIGN AND DRAWING Mr. T. N. Shaw DESIGN AND DRAWING Mr. A. Das ACCOUNTS & FINANCE MANAGER Mr. S. Pal ACCOUNTS & FINANCE MANAGER Mr. B. Sinha IT & SOFTWARE
50 | P a g e Live Load: First Floor Wind Load +X -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -2.000 kN/m(GY) -3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m-3.115 kN/m-3.115 kN/m(GY)-2.000 kN/m -2.000 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m -2.000 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) -3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m(GY) -4.800 kN/m -6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -4.800 kN/m -6.000 kN/m-6.000 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -2.400 kN/m -4.800 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY)-2.400 kN/m(GY) -2.400 kN/m(GY) -2.400 kN/m(GY) -2.400 kN/m 2*-15.000 kN/m2*-15.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY)-4.800 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -15.000 kN/m(GY) -15.000 kN/m(GY) -15.000 kN/m -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) 1.200 kN/m 2.000 kN/m 1.200 kN/m 2.000 kN/m 5.400 kN/m 3.450 kN/m 8.100 kN/m 6.200 kN/m 5.400 kN/m 8.100 kN/m 2.700 kN/m 3.450 kN/m 6.200 kN/m 8.100 kN/m 6.000 kN/m 11.100 kN/m 5.400 kN/m 8.100 kN/m Load7 X Y Z
51 | P a g e Wind Load -X Wind Load +Z -8.100 kN/m -5.400 kN/m -8.100 kN/m -2.000 kN/m -5.400 kN/m -1.200 kN/m -2.000 kN/m -1.200 kN/m -11.100kN/m -8.100 kN/m -8.100 kN/m -6.200kN/m -5.400 kN/m -3.450kN/m -6.000 kN/m -6.200kN/m -3.450 kN/m -2.700 kN/m Load8 X Y Z 3.000 kN/m6.000 kN/m 3.000 kN/m 6.000 kN/m 6.230 kN/m 6.000 kN/m 2.800 kN/m 6.230 kN/m 6.000 kN/m 2.800 kN/m 6.230 kN/m 2.800 kN/m 2.800 kN/m6.000 kN/m 2.800 kN/m 6.230 kN/m 0.900 kN/m 2.800 kN/m 2.800 kN/m6.000 kN/m 1.800 kN/m 2.800 kN/m 2.800 kN/m 6.000 kN/m 0.900 kN/m 1.800 kN/m 6.000 kN/m 2.620 kN/m 2.800 kN/m6.000 kN/m 1.800 kN/m 1.800 kN/m 3.000 kN/m 2.620 kN/m 6.000 kN/m 1.800 kN/m 3.000 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 0.900 kN/m Load9 X Y Z
52 | P a g e Wind Load –Z Dust Load -0.900 kN/m -1.800 kN/m -0.900 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -3.000 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -6.000 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -3.000 kN/m -4.610 kN/m -1.800 kN/m -0.900 kN/m -1.800 kN/m -1.800 kN/m -6.000 kN/m -6.000 kN/m-0.900 kN/m -0.900 kN/m -1.800 kN/m -6.000 kN/m -6.230 kN/m -0.900 kN/m -6.230 kN/m -6.230 kN/m -4.610 kN/m -6.230 kN/m -6.000 kN/m -7.610 kN/m -2.620 kN/m -6.000 kN/m -6.000 kN/m -2.620 kN/m -6.000 kN/m -6.000 kN/m -7.610 kN/m -3.000 kN/m -6.000 kN/m -3.000 kN/m Load10 X Y Z -0.450kN/m-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.300 kN/m(GY) -0.467 kN/m-0.467 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m-0.300 kN/m -0.450 kN/m-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450 kN/m -0.300 kN/m(GY) -0.467kN/m-0.467kN/m(GY) -0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY)-0.360kN/m -0.416 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.416 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) -0.416kN/m -0.450 kN/m(GY)-0.360kN/m -0.450 kN/m(GY) -0.450 kN/m -0.484 kN/m-0.484 kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY)-0.416kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.484kN/m-0.484kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.360kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)
53 | P a g e F. DESIGN OF FOUNDATION Footing No. Footing Geometry Length (mm) Width (mm) Thickness (mm) 188 1300 1300 300 191 1300 1300 300 172 2200 2100 500 175 2200 2100 500 180 2200 2100 500 181 2200 2100 500 170 1900 1800 400 171 1900 1800 400 176 1900 1800 400 178 1900 1800 400 179 1900 1800 400 182 1900 1800 400 184 1900 1800 400 185 1900 1800 400 177 1900 1800 450 183 1900 1800 450 189 1900 1800 450 190 1900 1800 450 173 2200 2200 500 174 2200 2200 500 186 2200 2200 500 187 2200 2200 500
54 | P a g e Footing No. Footing Reinforcement Bottom Reinforcement (MZ) Bottom Reinforcement (MX) Top Reinforcement (MZ) Top Reinforcement (MX) 188 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 191 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 172 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 175 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 180 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 181 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 170 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 171 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 176 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 178 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 179 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 182 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 184 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 185 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 177 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 183 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 189 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 190 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 173 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 174 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 186 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 187 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c G. RESULTS AND CONCLUSION The members are designed within the permissible limit and found ok. Also, deflections of all members are found to be within allowable limit. Hence, it may be concluded that the structural analysis and design of structure is carried out in compliance with Specification for Civil/Structural Design and found to be adequate from strength and serviceability point of view.
55 | P a g e DESIGN OF DRUM FILTER BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO A. BRIEF DESCRIPTION: The building is a steel framed structure with RCC Foundation and pedestals. It also consists of a concrete slab on the second floor. B. DEIGN DATA: Construction Material Structural Steel: 250 N/mm2 yield stress Concrete: M30 Grade of Concrete Reference Codes and Documents EC - 3DD Building Code Requirements for Structural Steel IBC - ASD Load Combination Definitions C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 SEISMIC LOAD IN X DIRECTION Load Case 2 SEISMIC LOAD IN -X DIRECTION Load Case 3 SEISMIC LOAD IN Z DIRECTION Load Case 4 SEISMIC LOAD IN –Z DIRECTION Load Case 5 DEAD LOAD (self weight + load due to all the equipments + floor load + handrail load) Load Case 6 LIVE LOAD
56 | P a g e Load Case 7 WIND LOAD IN X DIRECTION Load Case 8 WIND LOAD IN Z DIRECTION Load Case 9 WIND LOAD IN -X DIRECTION Load Case 10 WIND LOAD IN -Z DIRECTION 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis are developed as per IBC–ASD. Load combinations are auto-generated using IBC – ASD. 3. Calculations a. Seismic Load: The seismic load has been generated using the following values of the seismic parameters: Zone 0.2 Response Reduction Factor (RF) 5 Importance Factor (I) 1 Rock and Soil Site Factor (SS) 3 Type of Structure 1 Damping Ratio (DM) 5 b. Dead Load: i. Self weight of the steel structure and a 150mm thick concrete slab on the 2nd floor. ii. Handrail load of 0.15 kN/m on the stairs. iii. On the tower (LVL 371.75M) Concentrated load: 4 X 4.5 kN
57 | P a g e iv. At Roof Level (on the sloping shade) Type kN/m2 kN/m kN Flooring - - - Handrail - 0.3 - Equipment - - - v. At 2nd floor (LVL 364.75M) Type kN/m2 kN/m kN Flooring 0.9 - - Handrail - 0.15 - Equipment - - 438 vi. At 1st floor (LVL 361.25M) Type kN/m2 kN/m kN Flooring 0.9 - - Handrail - 0.15 - Equipment - - 102 c. Live Load: i. At 2nd floor (LVL 364.75M) Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 48 Horizontal LL (Z-dirn) 48 ii.At 1st floor (LVL 361.25M) Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 24 Horizontal LL (Z-dirn) 9
58 | P a g e d. Wind Load: Site Location: MOROCCO Basic Wind Speed (vb) at 10m height = 20 m/s Design Wind Speed (v) = vb x k1 x k2 k3 The factors considered are: i. Terrain Category = 1 ii. Structure Class = A iii. Risk Coefficient, k1 = 1.0 iv. Topography k3 = 1.0 v. Factor k2 at a height of 10m = 1.05 Therefore, design wind pressure at 10m height = 0.6v2 = 0.3125 kN/m2 NOTE: a. Wind loads on columns are considered to be uniformly distributed. b. Reactions due to wind loads acting on equipments are taken as nodal loads on the supports on which the equipments rest. D. DEFLECTION CHECK Horizontal Deflection: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z are as follows: Top Level Bottom Level Maximum Deflection in X-dir. (mm) Maximum Deflection in Z-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/500 (mm) Remarks 369.25 358.75 16.860 8.749 10.5 21 OK 369.25 358.75 16.755 16.826 10.5 21 OK 369.25 358.75 8.287 8.856 10.5 21 OK 369.25 358.75 8.175 16.535 10.5 21 OK
59 | P a g e Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using STAAD analysis for all the beams. Vertical deflection is within the limit. Hence, safe. E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure Load1 X Y Z
60 | P a g e 3-D Rendered View Support Nodes 237 238 239 234 235 236 X Y Z
61 | P a g e First Floor Plan (LVL 361.25M); Node Nos. First Floor Plan (LVL 361.25M); Beam Nos. 25 1410 26 11 1322 1223 1524 19147 11714616 148 156155149 150 3615333 118 144143 154201453217 65 141 119 123 12415234 151 37 120 3942 353066 3128 29 21 4018 3841 230 585549 52 5950 5653 64108 60575451 62107 61 63 7 116 44 9478 43 45 46 48 Load 10 XY Z 328 35337 11 1210 349 226 228230 9019 242220 223 239 77 21213 180211 213 214 21691 241 23523480 22420 221229227 231 23892 240 78 36 20914 20887 28 20718189 21520593 237 188236 217 18221 210 222 225183 187 21894 79 184 2388 24 26 51 505225 5327 55 54 37 4971 58 468 160 41 59 4872 38 4295 161 73 163 4760 39 74 167 162 43 6175 46 65164 40 6276 45179 178 63 6664 4496 68 67 423 70 Load 10 XY Z
62 | P a g e Second Floor Plan (LVL 367.75M); Node Nos. Second Floor Plan (LVL 364.75M); Beam Nos. 73 88 9871 9270 72 16175 74127125 162 77 7684126 12883 167101170 130 129 9389 133228 99 136135 168206171 103 134 104 10094 9579 22978 90 132 131 87 22786 918067 6885 69 110 114 115111 XY 130 132113 129112 131 249119115 189128 191 331 247 153150120491 248190 108 192 104109 255251 121117 134 197155 156395 330 154 135 364194 193 151 398 365 256 199114 363 329159 198 157 158 148 396103 146147 118 122 399152 397 140 195196 138123 105 394110 111 139137 176172 168 177173 169 XY
63 | P a g e Elevation Grid 1 along Z Elevation grid 2 along Z 243245 123105110394 111137138139 101100 102 6344 66 64 96178 4 3 2 157158 227 808569 866887 6791 79 4443 116847 234235236 Load 1 X Y Z 244 481 97 7 112 8910 113 1112 98 246 6 129 3233 130 34 131 35 132 5 99 237 159 10 70 22 73 23242526 71 238 11 160 88 1314 92 15 98 239 12 72 Load 1 X Y Z
64 | P a g e Elevation grid 1 along X Elevation grid 2 along X 244 97 114 243 19 20 481 21 172 173 95 102 2 159 70 157 10 16 17 237 18 67 110 111 7 234 Load 1 X Y Z 195 72 122 73 74 7675 3 245 101 68 423 193 91 98 246 6 90 119 120 92 93 121 94 71 6149 78 50 131 64 51 235 68 8 158 45 46 7671 238 160 19 74 3311 2034 129 21 Load 1 X Y Z
65 | P a g e Elevation grid 3 along X Dead Load on the First Floor (LVL 361.25M) 5 99 331 499 493 496 494 488 36 428 426 427 429 430 431 425 330 327 446 450 326 449 447 325 324 448 323 322 445 328 451 483 472 37 440 441 442 439 444 443 438 468 329 492 486 38 39 140 495 497 471 498 40 100 4 239 12 72 242 200 196 192 188 184 167 180 176 246 245 38 185 189 168 193 197 201 181 177 231 23058 95 59 247 244 60 69 9 236 Load 1 X Y Z -0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m -0.361 kN/m-0.361 kN/m(GY) -0.225 kN/m(GY) -0.456 kN/m-0.456 kN/m(GY) -0.178 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.723 kN/m -0.361 kN/m-0.361 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY) -0.225 kN/m-0.178 kN/m-0.278 kN/m-0.278 kN/m(GY) -0.456 kN/m-0.456 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.723 kN/m-0.723 kN/m(GY) -0.275 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.278 kN/m-0.278 kN/m(GY) -0.138 kN/m -0.190 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.336 kN/m(GY)-0.386 kN/m(GY) -0.734 kN/m-0.734 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.727 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.277 kN/m-0.137 kN/m(GY) -0.230 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.722 kN/m-0.722 kN/m(GY) -0.275 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.138 kN/m(GY)-0.178 kN/m -0.002 kN/m(GY) -0.190 kN/m -0.455 kN/m(GY)-0.336 kN/m -0.003 kN/m(GY) -0.386 kN/m 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.138 kN/m(GY) -0.229 kN/m(GY) -0.277 kN/m(GY) -0.727 kN/m(GY) -0.727 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.002 kN/m(GY) -0.455 kN/m(GY)-0.456 kN/m -0.003 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.808 kN/m -0.178 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.205 kN/m -0.735 kN/m-0.735 kN/m(GY) -0.387 kN/m-0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.277 kN/m -0.453 kN/m 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.456 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.727 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -0.209 kN/m -0.404 kN/m-0.404 kN/m(GY) -0.180 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.191 kN/m -0.205 kN/m(GY)-0.278 kN/m -0.387 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.209 kN/m(GY)-0.331 kN/m -0.277 kN/m(GY) -0.453 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m-0.331 kN/m(GY) -0.723 kN/m-0.723 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.808 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -1.080 kN/m -0.191 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.278 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.808 kN/m -0.404 kN/m-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m(GY) -0.724 kN/m-0.724 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.472 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -1.541 kN/m -0.404 kN/m-0.404 kN/m(GY)2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -1.080 kN/m(GY)-1.080 kN/m -0.358 kN/m(GY) -1.080 kN/m 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -1.080 kN/m(GY) -0.808 kN/m(GY) -1.080 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.944 kN/m(GY) -0.472 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.112 kN/m(GY) -0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.358 kN/m(GY) -0.358 kN/m-0.450 kN/m-0.450 kN/m(GY) -1.415 kN/m(GY) -0.944 kN/m -0.112 kN/m(GY)-0.112 kN/m -1.541 kN/m(GY) -2.907 kN/m-2.907 kN/m(GY) -2.161 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY) 2*-0.153 kN/m 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.358 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.112 kN/m -0.394 kN/m-0.394 kN/m(GY) -1.080 kN/m(GY)-1.080 kN/m(GY) -0.358 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -1.100 kN/m(GY) -1.524 kN/m-1.524 kN/m(GY)-1.415 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -0.153 kN/m(GY) -0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY) -0.153 kN/m -0.153 kN/m(GY) -0.457 kN/m-0.457 kN/m(GY) -0.153 kN/m -2.161 kN/m(GY) -0.265 kN/m-0.481 kN/m(GY) -1.100 kN/m -0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.358 kN/m(GY) -0.358 kN/m -0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY) 2*-0.153 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.179 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.265 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.358 kN/m -0.394 kN/m-0.394 kN/m(GY) -0.481 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.358 kN/m -0.358 kN/m(GY) -0.112 kN/m(GY) -0.880 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.112 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.150 kN/m -0.574 kN/m-0.574 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY)-0.150 kN/m -0.450 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.880 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m(GY)-0.574 kN/m-0.574 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -2.493 kN/m-2.493 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -0.150 kN/m -1.707 kN/m-1.707 kN/m(GY) -6.000 kN -6.000 kN -6.000 kN -6.000 kN -15.000 kN -15.000 kN -15.000 kN -9.000 kN -15.000 kN -9.000 kN XY
66 | P a g e Live Load on the First Floor (LVL 361.25M) Dead Load on the Second Floor (LVL 364.75M) -5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -2.007 kN/m-2.007 kN/m(GY) -2.007 kN/m-2.007 kN/m(GY) -2.009 kN/m-2.009 kN/m(GY)-4.017 kN/m -2.006 kN/m-2.006 kN/m(GY) -1.248 kN/m(GY) -2.534 kN/m-2.534 kN/m(GY) -0.989 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.011 kN/m-2.011 kN/m(GY) -2.011 kN/m-2.011 kN/m(GY) -4.017 kN/m(GY)-5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -4.017 kN/m-2.008 kN/m-2.008 kN/m(GY)-2.010 kN/m-2.010 kN/m(GY) -1.248 kN/m-0.989 kN/m-1.544 kN/m-1.544 kN/m(GY) -2.536 kN/m-2.536 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-2.006 kN/m-2.006 kN/m(GY) -4.018 kN/m-4.018 kN/m(GY) -1.528 kN/m(GY) -2.005 kN/m-2.005 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.546 kN/m-1.546 kN/m(GY) -0.764 kN/m -1.058 kN/m(GY) -2.009 kN/m-2.009 kN/m(GY) -1.866 kN/m(GY)-2.146 kN/m(GY) -4.079 kN/m-4.079 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -4.040 kN/m-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.537 kN/m-0.761 kN/m(GY)-1.278 kN/m(GY)-2.008 kN/m-2.008 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -4.017 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY)-2.007 kN/m-2.007 kN/m(GY) -4.013 kN/m-4.013 kN/m(GY) -1.528 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -0.764 kN/m(GY)-0.992 kN/m -0.008 kN/m(GY) -1.058 kN/m -2.527 kN/m(GY)-1.866 kN/m -0.017 kN/m(GY) -2.146 kN/m 2*-1.513 kN/m2*-1.513 kN/m(GY) -0.768 kN/m(GY)-1.272 kN/m(GY) -1.537 kN/m(GY) -4.040 kN/m(GY) -4.040 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -0.008 kN/m(GY) -2.527 kN/m(GY)-2.532 kN/m -0.017 kN/m(GY)-2.005 kN/m-2.005 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)-4.487 kN/m -0.992 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.140 kN/m -4.081 kN/m-4.081 kN/m(GY) -2.147 kN/m-1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.536 kN/m -2.514 kN/m 2*-1.513 kN/m2*-1.513 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.532 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -4.040 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -1.160 kN/m -2.244 kN/m-2.244 kN/m(GY) -1.000 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -1.058 kN/m -1.140 kN/m(GY)-1.545 kN/m -2.147 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -1.160 kN/m(GY)-1.839 kN/m -1.536 kN/m(GY) -2.514 kN/m(GY)-2.537 kN/m-2.537 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m-1.839 kN/m(GY) -4.016 kN/m-4.016 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -4.487 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m -1.058 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.545 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -4.487 kN/m-2.244 kN/m-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m(GY) -4.020 kN/m-4.020 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -2.621 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) -8.561 kN/m -2.244 kN/m-2.244 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -6.000 kN/m(GY)-6.000 kN/m -1.987 kN/m(GY) -6.000 kN/m 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -6.000 kN/m(GY)-4.487 kN/m(GY)-6.000 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -5.242 kN/m(GY) -2.621 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -0.625 kN/m(GY) -2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.987 kN/m(GY) -1.987 kN/m-2.500 kN/m-2.500 kN/m(GY) -7.863 kN/m(GY) -5.242 kN/m -0.625 kN/m(GY)-0.625 kN/m -8.561 kN/m(GY) -16.151 kN/m-16.151 kN/m(GY) -12.007 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY) 2*-0.850 kN/m 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-1.987 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -0.625 kN/m -2.188 kN/m-2.188 kN/m(GY) -6.000 kN/m(GY)-6.000 kN/m(GY) -1.987 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -6.113 kN/m(GY) -8.466 kN/m-8.466 kN/m(GY)-7.863 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -0.850 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY) -0.850 kN/m -0.850 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -0.850 kN/m -12.007 kN/m(GY) -1.475 kN/m-2.674 kN/m(GY) -6.113 kN/m -2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.987 kN/m(GY) -1.987 kN/m -2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY) 2*-0.850 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -0.992 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.475 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.987 kN/m-2.188 kN/m-2.188 kN/m(GY) -2.674 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.987 kN/m -1.987 kN/m(GY) -0.625 kN/m(GY) -4.888 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -0.625 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY)-1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -2.500 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -4.888 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -2.500 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -13.849 kN/m-13.849 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -9.484 kN/m-9.484 kN/m(GY) 3.750 kN 3.750 kN 3.750 kN 3.750 kN 2.250 kN2.250 kN 2.250 kN2.250 kN 2.250 kN2.250 kN 2.250 kN2.250 kN XY -0.642 kN/m-0.642 kN/m(GY)-0.737 kN/m-0.737 kN/m(GY) -0.563 kN/m -0.645 kN/m-0.614 kN/m-0.614 kN/m(GY) -0.614 kN/m(GY)-0.563 kN/m(GY)-0.614 kN/m-0.645 kN/m(GY) -0.737 kN/m-0.737 kN/m(GY) -0.415 kN/m -0.219 kN/m(GY) -0.642 kN/m-0.642 kN/m(GY) -0.252 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY) -0.614 kN/m(GY) -0.614 kN/m(GY) -0.426 kN/m -0.415 kN/m(GY) -0.219 kN/m-0.252 kN/m -0.426 kN/m(GY) -0.426 kN/m -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.614 kN/m-0.614 kN/m(GY) -0.614 kN/m-0.614 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.614 kN/m(GY) -0.389 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.252 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY) -0.134 kN/m(GY) -0.393 kN/m-0.393 kN/m(GY) -0.426 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY) -0.184 kN/m -0.501 kN/m(GY)-0.501 kN/m-0.501 kN/m -0.737 kN/m-0.737 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m -0.225 kN/m(GY) -0.614 kN/m -0.389 kN/m-0.225 kN/m(GY)-0.225 kN/m -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.225 kN/m -0.112 kN/m-0.112 kN/m(GY) -0.184 kN/m -0.501 kN/m(GY) -0.501 kN/m -0.252 kN/m -0.134 kN/m -0.306 kN/m(GY) -0.306 kN/m(GY) -0.306 kN/m -0.288 kN/m(GY) -0.288 kN/m-0.288 kN/m(GY)-0.288 kN/m-0.288 kN/m(GY)-0.225 kN/m(GY) -0.225 kN/m -0.668 kN/m(GY) -0.737 kN/m-0.737 kN/m(GY) -0.356 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.501 kN/m -0.614 kN/m -0.112 kN/m(GY) -0.112 kN/m -0.112 kN/m 2*-0.675 kN/m2*-0.675 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.003 kN/m -0.393 kN/m-0.393 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.178 kN/m(GY) -0.178 kN/m(GY) -0.668 kN/m(GY) -0.356 kN/m(GY) -0.178 kN/m-0.178 kN/m(GY) -0.473 kN/m -0.225 kN/m(GY) -0.225 kN/m -0.871 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.288 kN/m -0.614 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.356 kN/m-0.112 kN/m(GY) -0.112 kN/m -0.178 kN/m(GY)-0.178 kN/m -1.053 kN/m-1.053 kN/m(GY)-1.003 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.178 kN/m(GY) -0.178 kN/m -0.178 kN/m -1.053 kN/m(GY) -0.871 kN/m(GY) -1.053 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.306 kN/m(GY)-0.288 kN/m(GY) -0.356 kN/m(GY) -0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.178 kN/m-0.178 kN/m(GY) 2*-0.112 kN/m2*-0.112 kN/m(GY) -0.178 kN/m(GY)-0.178 kN/m-0.178 kN/m(GY) -0.225 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -1.053 kN/m(GY) -0.288 kN/m(GY) -0.473 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.225 kN/m(GY) -0.225 kN/m 2*-0.675 kN/m2*-0.675 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -0.479 kN/m(GY)-0.479 kN/m -0.306 kN/m-0.306 kN/m(GY)-0.306 kN/m-0.306 kN/m(GY) -0.306 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.288 kN/m -1.053 kN/m(GY) -1.053 kN/m(GY) -0.871 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.112 kN/m-0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.479 kN/m(GY) -0.288 kN/m-0.288 kN/m(GY) -0.871 kN/m(GY) -0.288 kN/m(GY) -0.288 kN/m-0.288 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.656 kN/m -0.225 kN/m(GY) -0.225 kN/m -0.473 kN/m -0.479 kN/m(GY) -0.479 kN/m -0.225 kN/m(GY) -0.225 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) 2*-1.053 kN/m2*-1.053 kN/m(GY) 2*-1.053 kN/m2*-1.053 kN/m(GY) -0.656 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.225 kN/m(GY) -0.225 kN/m(GY) -0.225 kN/m -0.675 kN/m-0.675 kN/m(GY)-0.473 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.479 kN/m(GY) -0.479 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -1.053 kN/m(GY) -1.053 kN/m(GY) -1.053 kN/m -0.656 kN/m-0.479 kN/m(GY) -0.479 kN/m -1.053 kN/m(GY) -0.656 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.479 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.053 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -7.500 kN -7.500 kN -12.000 kN -12.000 kN -18.750 kN -12.000 kN -12.000 kN -70.000 kN -18.750 kN -18.750 kN -18.750 kN -70.000 kN -70.000 kN -70.000 kN
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI
REPORT BY SHUBHAM TRIPATHI

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REPORT BY SHUBHAM TRIPATHI

  • 1. 1 | P a g e A REPORT ON INDUSTRIAL TRAINING AT SUBMITTED BY SHUBHAM TRIPATHI DEPARTMENT OF CIVIL ENGINEERING IIT (BHU), VARANASI
  • 2. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 3. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 4. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 5. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 6. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 7. 2 | P a g e TABLE OF CONTENTS Drawings in AutoCAD Attached a. Assignment drawing b. Structural GA drawing c. Foundation load data drawing PROJECT: PERGOLA DESIGN FOR SIDDHA GALAXIA GATE, KOLKATA Page 6 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. STAAD MODEL SKETCHES AND LOADING DIAGRAMS e. RESULTS AND CONCLUSION PROJECT: DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 11 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN FOUNDATION g. RESULTS AND CONCLUSION PROJECT: DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE Page 36 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION
  • 8. 8 | P a g e D. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Fig. 1: 3-D VIEW OF SIDHHA GALAXIA GATE PERGOLA Fig. 2: LINE DIAGRAM OF SIDHHA GALAXIA GATE
  • 9. 9 | P a g e ALL DIMENSIONS IN MM Fig. 3: PLAN Fig. 4: COLUMN SECTION
  • 10. 10 | P a g e E. RESULTS AND CONCLUSION The members are designed within the permissible limits and found OK. Also, deflections of all the members are found to be within the allowable limits. Hence, it may be concluded that the structural analysis and design of the structure is carried out in compliance with the Specifications for Civil/Structural Design and is found to be adequate from strength and serviceability point of view.
  • 11. 11 | P a g e DESIGN OF BALL MILL BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO A. BRIEF DESCRIPTION The building is a steel framed structure with RCC Foundation and pedestals. B. DEIGN DATA Construction Material Structural Steel: 250 N/mm2 yield stress Concrete: M30 Grade of Concrete Reference Codes and Documents 1. EC-3DD Building Code Requirements for Structural Steel 2. IBC - ASD Load Combination Definitions C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 DEAD LOAD (self weight + load due to all the equipments + floor load) Load Case 2 LIVE LOAD Load Case 3 WIND LOAD IN X-DIRECTION Load Case 4 WIND LOAD IN Z-DIRECTION
  • 12. 12 | P a g e 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis are developed as per IBC–ASD. Load combinations are auto-generated using IBC – ASD. 3. Calculations Dead Load: At Roof Level Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 64 At 2nd floor Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 99 At 1st floor Type kN/m2 kN/m kN Flooring 0.9 Handrail 0.15 Equipment 52 Live Load: At roof level Type kN/m2 kN/m kN Vertical LL 0.75 Horizontal LL (X-dirn) 12.8 Horizontal LL (Z-dirn) 12.8
  • 13. 13 | P a g e At 2nd floor Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 19.8 Horizontal LL (Z-dirn) 19.8 At 1st floor Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 10.4 Horizontal LL (Z-dirn) 10.4 NOTE: Horizontal live loads occur due to the equipments when they are in motion. Since there were no Horizontal loads from the equipment supplier, 20% of Vertical loads have been considered during analysis of the structure. Wind Load: Site Location: MOROCCO Basic Wind Speed (vb) at 10m height = 20 m/s Design Wind Speed (v) = vb x k1 x k2 k3 The factors considered are: Terrain Category = 1 Structure Class = A Risk Coefficient, k1 = 1.0 Topography k3 = 1.0 Factor k2 at a height of 10m = 1.05 Therefore, design wind pressure at 10m height = 0.6v2 = 0.3125 kN/m2
  • 14. 14 | P a g e NOTE: a. Wind loads on columns are considered to be uniformly distributed. b. Reactions due to wind loads acting on equipments are taken as nodal loads on the supports on which the equipments rest. D. DEFLECTION CHECK Horizontal Deflection: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z are as follows: Top Level Bottom Level Maximum Deflection in X-dir. (mm) Maximum Deflection in Z-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/500 (mm) Remarks 369.5 360.25 5.660 3.750 9250 18.5 OK - - - - - - - - - - - - - - - - - - - - - Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using STAAD analysis for all the beams. Refer Appendix-II for STAAD analysis. Vertical deflection is within the limit. Hence, safe.
  • 15. 15 | P a g e E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure
  • 16. 16 | P a g e 3D Rendered View
  • 17. 17 | P a g e Support Nodes
  • 18. 18 | P a g e First Floor Beams at +363.25 level (Beam Nos.) 504 591 246 769 887 589 883 88841 843 875 819286 506 890876587 886 516 884244 841768 40 721 284 43 594 877 357 654 889 403 830 83135 722 364 639 394 287 377 874 885 834 514245 593 767 588 507 39 738 38 37 842 846 580583 275 839283 585 282 48247 44766 579 249 584 46 248575 578576 280 279 47 45 277787 845 288 833 788 765 742 254 832 502500741740 253 42 744582 737 840743 497586 581 289739 252 844764 838 Load 1X Y Z
  • 19. 19 | P a g e First Floor Beams at +363.25 level (Node Nos.) 298 334 42 299 44 470 472167 290 423 450 471 231 45 43 469 421 462 369 168 274 444360 292 256 29140 238 39 448 41 463 333 464 286 246 297 311 49 47 288 194 192 46 429 451 174 169 173 171 50 52 172 48 330 178 408 289 410 176 193 422 412 332 287 445170 51 409 411 285413 175331 Load 1X Y Z
  • 20. 20 | P a g e Second Floor Beams at +366.5 level (Beam Nos.) 358 1731741801826867 552771 73 555 204 230554 69551 190 550198 553770 217 221220219218 197231 691238 7672 687 556 232 549 170 865703705685 397396 864205 297 871 862206 234 194 187612 870 557 706 704686 171548 634 668 295 235 193688 689636298727 402 393659 872 863642 236 869 192 690670867 866 296669635211 172547368 558 237 184191868 359 71 207 723 179 724 177 70178
  • 21. 21 | P a g e Second Floor Beams at +366.5 level (Node Nos.) 145232 7170 133 129 72141 424 126130134142146155 162 79 457135158391393164 80159 147461 127131 347 161394 392165 136 356 378 151 160 405 81 132 128460157372241362 255 380 458 163 137 379 149357459 40375 74 154233 139 404 73138140
  • 22. 22 | P a g e Roof Beams at +369.50 level (Node Nos.) 267 109106 9492 10793 108 426 103 114 110122 117 199 455111453123 454452 99 100 119254 116124 456105374242 198 10142598 1259697 235 121 120 113 95
  • 23. 23 | P a g e Roof Beams at +369.50 level (Beam Nos.) 437435 128109 127126 129 774 568 293136 562570 143147114 154574 564 567775 158 294160161 159 144 561 850702 155 701 700573369 856 852854 853855 849 848 572847 291560156 699 150139 857401 662 859392 858 861860 115 151566772 125 571 569 559 290851157113 563 773 565153 152 112 141 133361 142 140 111
  • 24. 24 | P a g e Elevation Grid 1 (Y-Z Plane)
  • 25. 25 | P a g e Elevation Grid 2 (Y-Z Plane)
  • 26. 26 | P a g e Elevation Grid 3 (Y-Z Plane) Elevation Grid 4 (Y-Z Plane)
  • 27. 27 | P a g e Elevation Grid 8 (Y-Z Plane) Elevation Grid 1 (X-Y Plane)
  • 28. 3 | P a g e PROJECT: DESIGN OF DRUM FILTER BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO Page 55 a. BRIEF DESCRIPTION OF STRUCTURE b. DESIGN DATA c. LOADING CONSIDERATIONS AND CALCULATIONS d. DEFLECTION CHECK e. STAAD MODEL SKETCHES AND LOADING DIAGRAMS f. DESIGN OF FOUNDATION g. RESULTS AND CONCLUSION SITE VISITS Page 73 1. Steel - Concrete Composite Building - Globe Cine Multiplex, Kolkata 2. Burnt up building under restoration - Lighthouse Cinema Hall, Kolkata
  • 29. 29 | P a g e Elevation Grid 6 (X-Y Plane Elevation Grid 7 (X-Y Plane)
  • 30. 30 | P a g e First Floor: Dead Load First Floor: Live Load -0.315 kN/m(GY) -0.315 kN/m(GY) -0.315 kN/m-0.427 kN/m-0.427 kN/m(GY) -0.315 kN/m-0.315 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY) -0.225 kN/m -0.315 kN/m-0.315 kN/m(GY) -0.315 kN/m -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m -0.315 kN/m(GY) -0.315 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.315 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m-0.146 kN/m-0.146 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY)-0.297 kN/m -0.315 kN/m-0.315 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.225 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.293 kN/m -0.427 kN/m(GY)-0.427 kN/m -0.315 kN/m(GY)-0.315 kN/m-0.349 kN/m-0.349 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY) -0.146 kN/m-0.146 kN/m(GY)-0.146 kN/m-0.146 kN/m(GY) -0.520 kN/m(GY)-0.520 kN/m 2*-0.427 kN/m2*-0.427 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.293 kN/m(GY)-0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m -0.297 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY)-0.427 kN/m-0.427 kN/m(GY) -0.297 kN/m 2*-0.337 kN/m2*-0.337 kN/m(GY) -0.337 kN/m(GY)-0.337 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY)-0.297 kN/m -0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY) -0.349 kN/m-0.349 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.297 kN/m -0.297 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.427 kN/m-0.427 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.427 kN/m -0.337 kN/m(GY) -0.337 kN/m(GY) -0.337 kN/m-0.301 kN/m-0.301 kN/m(GY) -0.293 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.519 kN/m-0.519 kN/m(GY) -0.428 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.297 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.301 kN/m-0.301 kN/m(GY)-0.301 kN/m-0.301 kN/m(GY) -0.427 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.520 kN/m(GY) -0.520 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.065 kN/m(GY) -0.260 kN/m-0.260 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.211 kN/m-0.211 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.211 kN/m-0.211 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.380 kN/m-0.380 kN/m(GY) -0.260 kN/m-0.260 kN/m(GY) -0.150 kN/m-0.065 kN/m -0.450 kN/m -0.150 kN/m-0.117 kN/m(GY) -0.428 kN/m(GY) -0.966 kN/m-0.966 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.214 kN/m-0.214 kN/m(GY) -0.150 kN/m -0.358 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.117 kN/m -0.450 kN/m(GY)-0.519 kN/m-0.519 kN/m(GY) -0.380 kN/m-0.380 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m -0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY) -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.214 kN/m-0.214 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.232 kN/m-0.232 kN/m(GY) -0.966 kN/m-0.966 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.069 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m -0.190 kN/m-0.190 kN/m(GY) -0.383 kN/m -0.191 kN/m-0.191 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY) -0.150 kN/m-0.191 kN/m(GY)-0.191 kN/m(GY)-0.069 kN/m-0.191 kN/m-0.191 kN/m(GY)-0.191 kN/m-0.191 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY)-0.196 kN/m-0.196 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY)-0.442 kN/m-0.442 kN/m(GY) -0.383 kN/m(GY)-0.387 kN/m-0.387 kN/m(GY) -0.196 kN/m-0.196 kN/m(GY) -0.150 kN/m -0.191 kN/m(GY)-0.191 kN/m -0.069 kN/m(GY) -0.383 kN/m -0.191 kN/m-0.191 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m-0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.294 kN/m-0.294 kN/m(GY) -0.442 kN/m-0.442 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY) -0.387 kN/m-0.387 kN/m(GY) -0.190 kN/m-0.190 kN/m(GY) -0.069 kN/m -0.150 kN/m-0.117 kN/m -0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m -0.190 kN/m-0.190 kN/m(GY) -0.150 kN/m-0.117 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY)-0.358 kN/m-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m -0.387 kN/m-0.387 kN/m(GY)-0.358 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY)-0.294 kN/m-0.294 kN/m(GY) -0.150 kN/m -0.779 kN/m-0.779 kN/m(GY) -0.180 kN/m-0.180 kN/m(GY)-0.232 kN/m-0.232 kN/m(GY) -0.248 kN/m-0.248 kN/m(GY) -0.421 kN/m-0.421 kN/m(GY) -0.261 kN/m-0.261 kN/m(GY)-0.261 kN/m-0.261 kN/m(GY) -0.248 kN/m-0.248 kN/m(GY) -0.421 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kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.650 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.675 kN/m-1.675 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.675 kN/m-1.675 kN/m(GY)-1.675 kN/m-1.675 kN/m(GY) -2.375 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY) -2.887 kN/m(GY) -2.887 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.361 kN/m(GY) -1.443 kN/m-1.443 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -1.170 kN/m-1.170 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -1.170 kN/m-1.170 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -2.113 kN/m-2.113 kN/m(GY) -1.443 kN/m-1.443 kN/m(GY) -0.361 kN/m -2.499 kN/m -0.651 kN/m(GY) -2.376 kN/m(GY) -5.365 kN/m-5.365 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.187 kN/m-1.187 kN/m(GY) -1.986 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -0.651 kN/m -2.499 kN/m(GY) -2.885 kN/m-2.885 kN/m(GY) -2.113 kN/m-2.113 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.187 kN/m-1.187 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.292 kN/m-1.292 kN/m(GY) -5.365 kN/m-5.365 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -0.382 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-1.057 kN/m-1.057 kN/m(GY) -2.125 kN/m -1.063 kN/m-1.063 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY) -1.063 kN/m(GY)-1.063 kN/m(GY)-0.382 kN/m -1.063 kN/m-1.063 kN/m(GY)-1.063 kN/m-1.063 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY)-1.087 kN/m-1.087 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-2.454 kN/m-2.454 kN/m(GY) -2.125 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY) -1.087 kN/m-1.087 kN/m(GY)-1.063 kN/m(GY)-1.063 kN/m -0.382 kN/m(GY) -2.125 kN/m -1.063 kN/m-1.063 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY) -2.454 kN/m-2.454 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -2.150 kN/m-2.150 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY)-0.382 kN/m -0.651 kN/m -2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m -1.057 kN/m-1.057 kN/m(GY) -0.651 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY)-1.986 kN/m-1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY)-2.150 kN/m-2.150 kN/m(GY)-1.986 kN/m(GY) -1.636 kN/m-1.636 kN/m(GY)-1.636 kN/m-1.636 kN/m(GY) -4.330 kN/m-4.330 kN/m(GY) -1.000 kN/m-1.000 kN/m(GY)-1.292 kN/m-1.292 kN/m(GY) -1.378 kN/m-1.378 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.378 kN/m-1.378 kN/m(GY) -2.341 kN/m-2.341 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -4.330 kN/m-4.330 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY)-1.360 kN/m -2.500 kN/m -1.360 kN/m(GY) -2.356 kN/m-2.356 kN/m(GY) -1.991 kN/m -2.500 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.057 kN/m-1.057 kN/m(GY) -1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) 2*-0.625 kN/m -3.660 kN/m -1.991 kN/m(GY) -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY)-1.453 kN/m-1.453 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -3.660 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.000 kN/m-1.000 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m -5.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.625 kN/m(GY) -6.750 kN/m -2.500 kN/m(GY) -2.500 kN/m -0.625 kN/m(GY) -2.500 kN/m-5.000 kN/m -2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m -6.750 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -0.625 kN/m -2.500 kN/m-2.500 kN/m(GY) 2*-0.625 kN/m(GY) -5.000 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY)-6.750 kN/m-6.750 kN/m(GY) -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN -2.600 kN
  • 31. 31 | P a g e Second Floor: Dead Load Second Floor: Live Load -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.402 kN/m-0.402 kN/m(GY) -0.150 kN/m -0.150 kN/m-0.150 kN/m(GY) -0.240 kN/m-0.240 kN/m(GY) -0.240 kN/m-0.240 kN/m(GY) -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.402 kN/m-0.402 kN/m(GY) -0.172 kN/m-0.172 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.303 kN/m-0.303 kN/m(GY)-0.300 kN/m-0.300 kN/m(GY) -0.604 kN/m-0.604 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.124 kN/m -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.172 kN/m-0.172 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.226 kN/m-0.226 kN/m(GY)-0.226 kN/m-0.226 kN/m(GY) -0.230 kN/m-0.230 kN/m(GY)-0.230 kN/m-0.230 kN/m(GY) -0.537 kN/m(GY) -0.270 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.150 kN/m-0.150 kN/m(GY) -0.426 kN/m -0.124 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.900 kN/m(GY) -0.303 kN/m-0.303 kN/m(GY) -0.417 kN/m-0.417 kN/m(GY) -0.537 kN/m(GY) -0.602 kN/m-0.602 kN/m(GY) -0.517 kN/m(GY)-0.517 kN/m -0.270 kN/m(GY) -0.517 kN/m 2*-0.209 kN/m2*-0.209 kN/m(GY) 2*-0.270 kN/m-0.300 kN/m-0.300 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) -0.315 kN/m-0.315 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)-0.150 kN/m -0.900 kN/m -0.292 kN/m-0.292 kN/m(GY) -0.517 kN/m(GY) -0.294 kN/m(GY) -0.225 kN/m(GY) -0.602 kN/m-0.602 kN/m(GY) -0.426 kN/m -0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.270 kN/m(GY) -0.517 kN/m-0.517 kN/m(GY) -0.517 kN/m -0.270 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.293 kN/m -0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m-0.360 kN/m(GY)-0.360 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m(GY)-0.315 kN/m -0.132 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY)-0.315 kN/m-0.315 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY) -0.517 kN/m(GY) -0.604 kN/m-0.604 kN/m(GY) -0.294 kN/m -0.225 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY)-0.360 kN/m-0.360 kN/m(GY) -0.315 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY)-0.293 kN/m(GY) -0.417 kN/m-0.417 kN/m(GY) -0.249 kN/m -0.383 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY) -0.360 kN/m(GY)-0.360 kN/m -0.315 kN/m-0.315 kN/m(GY)-0.315 kN/m -0.180 kN/m-0.180 kN/m(GY) -0.249 kN/m(GY) 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY) -0.360 kN/m-0.360 kN/m(GY) -0.180 kN/m(GY)-0.180 kN/m -0.382 kN/m -0.270 kN/m(GY)-0.132 kN/m -0.250 kN/m-0.250 kN/m(GY) -0.150 kN/m -0.900 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.292 kN/m-0.292 kN/m(GY) -0.517 kN/m(GY) -0.180 kN/m(GY)-0.180 kN/m(GY) -0.360 kN/m(GY)-0.383 kN/m-0.383 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.207 kN/m-0.192 kN/m-0.192 kN/m(GY)-0.192 kN/m-0.192 kN/m(GY) -0.270 kN/m(GY) -0.360 kN/m -0.044 kN/m -0.360 kN/m(GY)-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.247 kN/m-0.247 kN/m(GY)-0.247 kN/m -0.383 kN/m-0.383 kN/m(GY)-0.383 kN/m -0.180 kN/m(GY) -0.180 kN/m(GY) -0.382 kN/m(GY) -0.517 kN/m(GY) -0.315 kN/m -0.360 kN/m(GY)-0.337 kN/m(GY) -0.495 kN/m(GY)-0.517 kN/m-0.517 kN/m(GY) -0.517 kN/m -0.180 kN/m(GY) -0.180 kN/m -0.180 kN/m -0.360 kN/m(GY) -0.044 kN/m(GY)-0.219 kN/m -0.247 kN/m(GY) -0.383 kN/m(GY)-0.383 kN/m(GY)-0.383 kN/m -0.247 kN/m-0.247 kN/m(GY) -0.207 kN/m -0.360 kN/m-0.360 kN/m(GY)-0.360 kN/m-0.337 kN/m(GY)-0.337 kN/m-0.337 kN/m -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.247 kN/m(GY)-0.247 kN/m(GY)-0.247 kN/m -0.180 kN/m-0.180 kN/m(GY) -0.517 kN/m(GY) -0.315 kN/m(GY)-0.337 kN/m-0.337 kN/m(GY) 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.150 kN/m -0.247 kN/m(GY)-0.247 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.225 kN/m -0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY) -0.247 kN/m-0.247 kN/m(GY) -0.495 kN/m -0.150 kN/m -0.247 kN/m(GY) -0.247 kN/m(GY) 2*-0.337 kN/m2*-0.337 kN/m(GY) 2*-0.337 kN/m2*-0.337 kN/m(GY) -0.225 kN/m(GY) -0.219 kN/m 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.517 kN/m(GY) -0.517 kN/m(GY) -0.517 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.150 kN/m -0.517 kN/m-0.517 kN/m(GY) -0.225 kN/m -0.219 kN/m(GY)-0.292 kN/m-0.292 kN/m(GY) -0.219 kN/m 2*-0.112 kN/m-0.112 kN/m(GY) -1.215 kN/m -0.112 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m 2*-0.209 kN/m2*-0.209 kN/m(GY) -0.150 kN/m -0.337 kN/m-0.337 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.203 kN/m -0.225 kN/m(GY) -0.337 kN/m-0.337 kN/m(GY) -0.219 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.292 kN/m-0.292 kN/m(GY) -0.150 kN/m -0.203 kN/m(GY) -1.215 kN/m(GY) -0.112 kN/m -0.450 kN/m(GY) -0.112 kN/m -0.450 kN/m(GY) -0.450 kN/m -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m2*-0.112 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m -0.150 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) -20.000 kN -20.000 kN -7.500 kN -7.500 kN -7.500 kN -4.000 kN -7.500 kN -4.000 kN-7.500 kN -4.000 kN -7.500 kN -4.000 kN -1.667 kN/m-1.667 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY) -2.233 kN/m-2.233 kN/m(GY) -0.833 kN/m-0.833 kN/m(GY) -1.336 kN/m-1.336 kN/m(GY) -1.336 kN/m-1.336 kN/m(GY) -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -2.233 kN/m-2.233 kN/m(GY) -0.958 kN/m-0.958 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.681 kN/m-1.681 kN/m(GY)-1.667 kN/m-1.667 kN/m(GY) -3.354 kN/m-3.354 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -0.689 kN/m -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -0.958 kN/m-0.958 kN/m(GY) -1.667 kN/m-1.667 kN/m(GY) -1.258 kN/m-1.258 kN/m(GY)-1.258 kN/m-1.258 kN/m(GY) -1.280 kN/m-1.280 kN/m(GY)-1.280 kN/m-1.280 kN/m(GY) -2.985 kN/m(GY) -1.500 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -0.833 kN/m-0.833 kN/m(GY) -2.369 kN/m -0.689 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -5.000 kN/m(GY) -1.681 kN/m-1.681 kN/m(GY) -2.319 kN/m-2.319 kN/m(GY) -2.985 kN/m(GY) -3.346 kN/m-3.346 kN/m(GY) -2.875 kN/m(GY)-2.875 kN/m -1.500 kN/m(GY) -2.875 kN/m 2*-1.164 kN/m2*-1.164 kN/m(GY) 2*-1.500 kN/m-1.667 kN/m-1.667 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) -1.750 kN/m-1.750 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -5.000 kN/m -1.625 kN/m-1.625 kN/m(GY) -2.875 kN/m(GY) -1.636 kN/m(GY) -1.252 kN/m(GY) -3.347 kN/m-3.347 kN/m(GY) -2.369 kN/m -1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.500 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -2.875 kN/m -1.500 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -1.628 kN/m -2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m-2.000 kN/m(GY)-2.000 kN/m(GY) -1.750 kN/m(GY)-1.750 kN/m(GY)-1.750 kN/m -0.731 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY)-1.750 kN/m-1.750 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY) -2.875 kN/m(GY) -3.353 kN/m-3.353 kN/m(GY) -1.636 kN/m -1.252 kN/m(GY)-1.392 kN/m-1.392 kN/m(GY)-2.000 kN/m-2.000 kN/m(GY) -1.750 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY)-1.628 kN/m(GY) -2.319 kN/m-2.319 kN/m(GY) -1.383 kN/m -2.125 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY) -2.000 kN/m(GY)-2.000 kN/m -1.750 kN/m-1.750 kN/m(GY)-1.750 kN/m -1.000 kN/m-1.000 kN/m(GY) -1.383 kN/m(GY) 2*-1.164 kN/m2*-1.164 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY) -2.000 kN/m-2.000 kN/m(GY) -1.000 kN/m(GY)-1.000 kN/m -2.125 kN/m -1.500 kN/m(GY) -0.731 kN/m -1.392 kN/m-1.392 kN/m(GY) -5.000 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m -1.625 kN/m-1.625 kN/m(GY) -2.875 kN/m(GY) -1.000 kN/m(GY)-1.000 kN/m(GY) -2.000 kN/m(GY)-2.125 kN/m-2.125 kN/m(GY) -1.392 kN/m-1.392 kN/m(GY) -1.148 kN/m-1.068 kN/m-1.068 kN/m(GY)-1.068 kN/m-1.068 kN/m(GY) -1.500 kN/m(GY) -2.000 kN/m -0.244 kN/m -2.000 kN/m(GY)-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY) 2*-1.667 kN/m2*-1.667 kN/m(GY) -1.375 kN/m-1.375 kN/m(GY)-1.375 kN/m -2.125 kN/m-2.125 kN/m(GY)-2.125 kN/m -1.000 kN/m(GY) -1.000 kN/m(GY) -2.125 kN/m(GY) -2.875 kN/m(GY) -1.750 kN/m -2.000 kN/m(GY)-1.875 kN/m(GY) -2.750 kN/m(GY)-2.875 kN/m-2.875 kN/m(GY) -2.875 kN/m -1.000 kN/m(GY) -1.000 kN/m -1.000 kN/m -2.000 kN/m(GY) -0.244 kN/m(GY) -1.219 kN/m -1.375 kN/m(GY) -2.125 kN/m(GY)-2.125 kN/m(GY)-2.125 kN/m -1.375 kN/m-1.375 kN/m(GY) -1.148 kN/m -2.000 kN/m-2.000 kN/m(GY)-2.000 kN/m-1.875 kN/m(GY)-1.875 kN/m-1.875 kN/m -1.667 kN/m-1.667 kN/m(GY) -1.375 kN/m(GY)-1.375 kN/m(GY)-1.375 kN/m -1.000 kN/m-1.000 kN/m(GY) -2.875 kN/m(GY) -1.750 kN/m(GY)-1.875 kN/m-1.875 kN/m(GY) 2*-1.164 kN/m2*-1.164 kN/m(GY) -1.375 kN/m(GY)-1.375 kN/m -1.875 kN/m-1.875 kN/m(GY) -1.250 kN/m -1.219 kN/m(GY)-1.625 kN/m-1.625 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -6.750 kN/m-6.750 kN/m(GY) -5.000 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.375 kN/m-1.375 kN/m(GY) -2.750 kN/m -1.375 kN/m(GY) -1.375 kN/m(GY) 2*-1.875 kN/m2*-1.875 kN/m(GY) 2*-1.875 kN/m2*-1.875 kN/m(GY) -1.250 kN/m(GY) -1.219 kN/m 2*-1.667 kN/m2*-1.667 kN/m(GY) -2.875 kN/m(GY) -2.875 kN/m(GY) -2.875 kN/m -1.875 kN/m-1.875 kN/m(GY) -2.875 kN/m-2.875 kN/m(GY) -1.250 kN/m -1.219 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.219 kN/m 2*-0.625 kN/m-0.625 kN/m(GY) -6.750 kN/m -0.625 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m 2*-1.164 kN/m2*-1.164 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.125 kN/m -1.250 kN/m(GY) -1.875 kN/m-1.875 kN/m(GY) -1.219 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.625 kN/m-1.625 kN/m(GY) -1.125 kN/m(GY) -6.750 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -0.625 kN/m -2.500 kN/m(GY) -2.500 kN/m -1.667 kN/m-1.667 kN/m(GY) 2*-0.625 kN/m(GY) -2.500 kN/m(GY)-2.500 kN/m -2.500 kN/m-2.500 kN/m(GY) -2.500 kN/m(GY) -2.500 kN/m(GY) -1.500 kN -1.500 kN -1.500 kN -1.500 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN -1.500 kN -1.500 kN -0.400 kN -0.400 kN
  • 32. 32 | P a g e Roof: Dead Load Roof: Live Load -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.150 kN/m -0.336 kN/m-0.336 kN/m(GY) -0.900 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY)2*-0.300 kN/m2*-0.300 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.150 kN/m -0.150 kN/m-0.150 kN/m(GY) -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.150 kN/m -0.900 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -1.215 kN/m-1.215 kN/m(GY) -0.900 kN/m -0.336 kN/m-0.336 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY) -0.154 kN/m-0.154 kN/m(GY) -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.334 kN/m-0.334 kN/m(GY) -0.154 kN/m-0.154 kN/m(GY) -0.150 kN/m -0.450 kN/m(GY)-0.450 kN/m -1.215 kN/m -0.215 kN/m-0.215 kN/m(GY)-0.215 kN/m-0.215 kN/m(GY) -0.150 kN/m-0.450 kN/m-0.450 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.150 kN/m-0.150 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.300 kN/m-0.300 kN/m(GY) -0.900 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY) 2*-0.334 kN/m2*-0.334 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) -0.112 kN/m -1.215 kN/m(GY) -0.112 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)2*-0.112 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY) 2*-0.270 kN/m2*-0.300 kN/m2*-0.300 kN/m(GY) -0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.336 kN/m-0.336 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)2*-0.270 kN/m -0.461 kN/m(GY) -0.461 kN/m(GY) -0.270 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.270 kN/m -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.336 kN/m-0.336 kN/m(GY)-0.338 kN/m-0.338 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.461 kN/m(GY) -0.270 kN/m(GY) -0.461 kN/m -0.270 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.224 kN/m-0.224 kN/m(GY)-0.224 kN/m-0.224 kN/m(GY) -0.253 kN/m(GY) -0.461 kN/m(GY) -0.461 kN/m -0.450 kN/m(GY)-0.461 kN/m 2*-0.300 kN/m2*-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.335 kN/m-0.335 kN/m(GY) -0.251 kN/m -0.461 kN/m(GY) -0.461 kN/m-0.461 kN/m(GY)-0.450 kN/m -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.300 kN/m(GY) -0.253 kN/m(GY) -0.338 kN/m-0.338 kN/m(GY)-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.251 kN/m(GY) -0.334 kN/m-0.334 kN/m(GY)-0.450 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY)-0.150 kN/m -0.461 kN/m-0.461 kN/m(GY) 2*-0.300 kN/m2*-0.300 kN/m(GY) 2*-0.335 kN/m2*-0.335 kN/m(GY) -0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -0.223 kN/m-0.223 kN/m(GY)-0.223 kN/m-0.223 kN/m(GY) -0.335 kN/m-0.335 kN/m(GY)-0.150 kN/m-0.300 kN/m-0.300 kN/m(GY) -16.000 kN -16.000 kN -16.000 kN -16.000 kN -1.012 kN/m-1.012 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) -0.750 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY) -0.125 kN/m-0.125 kN/m(GY) -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.750 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -1.013 kN/m-1.013 kN/m(GY) -0.750 kN/m -0.280 kN/m-0.280 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY) -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.128 kN/m-0.128 kN/m(GY) -0.375 kN/m(GY)-0.375 kN/m -1.012 kN/m -0.179 kN/m-0.179 kN/m(GY)-0.179 kN/m-0.179 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.125 kN/m-0.125 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.750 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY) 2*-0.279 kN/m2*-0.279 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.375 kN/m(GY) -0.375 kN/m(GY) -0.094 kN/m -1.012 kN/m(GY) -0.094 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)2*-0.094 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.375 kN/m(GY) -0.375 kN/m(GY) 2*-0.225 kN/m2*-0.250 kN/m2*-0.250 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.280 kN/m-0.280 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)2*-0.225 kN/m -0.384 kN/m(GY) -0.384 kN/m(GY) -0.225 kN/m -0.375 kN/m-0.375 kN/m(GY) -0.225 kN/m -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.375 kN/m(GY)-0.375 kN/m -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) 2*-0.375 kN/m2*-0.375 kN/m(GY)2*-0.375 kN/m2*-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.280 kN/m-0.280 kN/m(GY)-0.281 kN/m-0.281 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.384 kN/m(GY) -0.225 kN/m(GY) -0.384 kN/m -0.225 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.250 kN/m-0.250 kN/m(GY) -0.187 kN/m-0.187 kN/m(GY)-0.187 kN/m-0.187 kN/m(GY) -0.211 kN/m(GY) -0.384 kN/m(GY) -0.384 kN/m -0.375 kN/m(GY)-0.384 kN/m 2*-0.250 kN/m2*-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.279 kN/m-0.279 kN/m(GY) -0.209 kN/m -0.384 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY)-0.375 kN/m -0.250 kN/m-0.250 kN/m(GY) -0.375 kN/m-0.375 kN/m(GY)-0.375 kN/m-0.375 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.211 kN/m(GY) -0.281 kN/m-0.281 kN/m(GY)-0.375 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.209 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY)-0.375 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.384 kN/m-0.384 kN/m(GY) 2*-0.250 kN/m2*-0.250 kN/m(GY) 2*-0.279 kN/m2*-0.279 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -0.186 kN/m-0.186 kN/m(GY)-0.186 kN/m-0.186 kN/m(GY) -0.279 kN/m-0.279 kN/m(GY) -0.250 kN/m-0.250 kN/m(GY) -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN -1.600 kN
  • 33. 33 | P a g e Load due to wind in X direction Load due to wind in Z direction 0.210 kN/m0.052 kN/m 0.052 kN/m 0.052 kN/m 0.210 kN/m0.275 kN/m0.172 kN/m 0.210 kN/m0.210 kN/m 0.090 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m0.090 kN/m 0.090 kN/m0.210 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m0.090 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m0.103 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m0.103 kN/m0.210 kN/m 0.210 kN/m0.090 kN/m0.172 kN/m 0.103 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.045 kN/m 0.103 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.052 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.103 kN/m 0.103 kN/m 0.052 kN/m 0.172 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m0.045 kN/m 0.052 kN/m 0.275 kN/m0.172 kN/m 0.090 kN/m 0.103 kN/m0.045 kN/m 0.103 kN/m 0.275 kN/m0.172 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.103 kN/m0.210 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.103 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.275 kN/m0.172 kN/m 0.172 kN/m 0.045 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m0.172 kN/m 0.103 kN/m 0.052 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.103 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.052 kN/m 0.045 kN/m 0.045 kN/m 0.052 kN/m 0.103 kN/m 0.103 kN/m 0.275 kN/m0.172 kN/m 0.052 kN/m 0.103 kN/m0.045 kN/m 0.210 kN/m 0.090 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m0.103 kN/m 0.052 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.172 kN/m 0.090 kN/m 0.103 kN/m0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m0.103 kN/m 0.172 kN/m 0.103 kN/m0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m0.103 kN/m 0.045 kN/m 0.090 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.172 kN/m 0.210 kN/m0.103 kN/m0.090 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.210 kN/m 0.275 kN/m0.172 kN/m 0.172 kN/m 0.210 kN/m0.103 kN/m 0.172 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m0.103 kN/m 0.103 kN/m 0.090 kN/m0.210 kN/m0.103 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m0.103 kN/m 0.045 kN/m 0.103 kN/m 0.103 kN/m 0.045 kN/m 0.275 kN/m0.172 kN/m 0.210 kN/m 0.103 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.172 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.172 kN/m 0.103 kN/m0.210 kN/m 0.103 kN/m 0.045 kN/m 0.172 kN/m 0.210 kN/m -0.009 kN0.019 kN0.009 kN0.019 kN-0.009 kN0.019 kN 0.044 kN 0.009 kN0.019 kN 0.044 kN0.050 kN0.094 kN0.106 kN0.094 kN 0.044 kN-0.050 kN0.044 kN0.094 kN-0.106 kN 0.094 kN0.106 kN0.094 kN0.040 kN0.022 kN0.094 kN-0.106 kN0.040 kN0.022 kN0.040 kN-0.022 kN0.040 kN-0.022 kN 0.590 kN 1.400 kN 0.590 kN -1.500 kN 0.590 kN 1.400 kN 0.590 kN -1.500 kN Load3 X Y Z 0.210 kN/m 0.052 kN/m 0.052 kN/m 0.052 kN/m 0.275 kN/m0.210 kN/m 0.210 kN/m 0.275 kN/m 0.210 kN/m 0.090 kN/m 0.052 kN/m 0.090 kN/m 0.275 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.275 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.275 kN/m 0.172 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.172 kN/m 0.275 kN/m 0.210 kN/m 0.103 kN/m0.103 kN/m 0.090 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.172 kN/m 0.103 kN/m 0.090 kN/m 0.210 kN/m 0.090 kN/m 0.090 kN/m 0.090 kN/m 0.210 kN/m 0.275 kN/m 0.052 kN/m 0.210 kN/m0.103 kN/m 0.090 kN/m0.103 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.172 kN/m0.172 kN/m 0.090 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.210 kN/m 0.275 kN/m 0.045 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.275 kN/m 0.052 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m0.045 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.103 kN/m 0.045 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.103 kN/m 0.045 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.052 kN/m 0.103 kN/m 0.052 kN/m 0.210 kN/m 0.052 kN/m 0.045 kN/m 0.045 kN/m 0.052 kN/m 0.275 kN/m 0.103 kN/m 0.052 kN/m 0.045 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.052 kN/m 0.210 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.103 kN/m 0.052 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.210 kN/m 0.045 kN/m 0.090 kN/m 0.210 kN/m 0.275 kN/m 0.090 kN/m 0.045 kN/m 0.045 kN/m 0.210 kN/m 0.210 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.090 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.210 kN/m 0.103 kN/m 0.210 kN/m 0.090 kN/m 0.045 kN/m 0.275 kN/m 0.210 kN/m 0.103 kN/m 0.045 kN/m 0.045 kN/m 0.210 kN/m 0.103 kN/m 0.103 kN/m 0.103 kN/m 0.210 kN/m 0.045 kN/m 0.275 kN/m 0.045 kN/m 0.275 kN/m 0.045 kN/m 0.275 kN/m 0.032 kN-0.038 kN0.032 kN-0.038 kN 4.000 kN 4.000 kN 0.676 kN 0.032 kN 0.040 kN0.089 kN 0.676 kN 0.032 kN 0.040 kN0.022 kN0.132 kN0.022 kN 0.363 kN 0.040 kN 4.000 kN -4.000 kN 0.040 kN-0.089 kN 0.022 kN0.232 kN 0.676 kN 0.022 kN-0.132 kN 0.022 kN -0.364 kN 0.144 kN 0.338 kN0.022 kN-0.232 kN0.144 kN-0.338 kN 0.144 kN 0.338 kN0.144 kN-0.338 kN 0.338 kN 0.989 kN 0.338 kN 0.989 kN 0.338 kN -0.989 kN 0.338 kN -0.989 kN Load4 X Y Z
  • 34. 34 | P a g e F. DESIGN OF FOUNDATION Footing No. Foundation Geometry Length Width Thickness 1 1.750 m 1.600 m 0.300 m 2 1.750 m 1.750 m 0.300 m 3 1.750 m 1.750 m 0.300 m 4 1.750 m 1.600 m 0.300 m 7 1.750 m 1.600 m 0.300 m 8 1.750 m 1.600 m 0.300 m 9 1.750 m 1.600 m 0.300 m 10 1.750 m 1.600 m 0.300 m 300 1.600 m 1.500 m 0.300 m 301 1.600 m 1.500 m 0.300 m 306 1.750 m 1.600 m 0.300 m 307 1.750 m 1.600 m 0.300 m 308 1.750 m 1.600 m 0.300 m Footing No. Footing Reinforcement Bottom Reinforcement (MZ) Bottom Reinforcement (MX) Top Reinforcement (MZ) Top Reinforcement (MX) 1 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 2 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 3 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 4 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 7 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 8 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 9 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 10 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 300 T08 @ 200 mm c/c T08 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 301 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 306 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 307 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c 308 T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c T16 @ 200 mm c/c
  • 35. 35 | P a g e G. RESULTS AND CONCLUSION The members are designed within the permissible limits and found ok. Also, deflections of all the members are found to be within the allowable limits. Hence, it may be concluded that the structural analysis and design of the structure is carried out in compliance with the Specifications for Civil/Structural Design and is found to be adequate from strength and serviceability point of view.
  • 36. 36 | P a g e DESIGN OF ELECTRICAL CONTROL BUILDING (VSCPL), COIMBATORE A. BRIEF DESCRIPTION OF STRUCTURE: This building is Reinforced Concrete framed structure. Isolated footings have been provided in accordance to the soils report. 1. Description Of Building : Electrical Control Building (VSCPL) 2. Size of the building : 24.23 m X 9 m 3. Height of the building : 11.225 m. B. DESIGN DATA Steel Material Specifications: Structural Steel : INDIAN STANDARD ROLLED SECTION Concrete Material Specifications: Concrete compressive strength : 20 N/mm2 Reinforcement Yield strength : 500 N/mm2 Concrete cover: Earth faces (Bottom) : 75mm Earth Faces (Top & Sides) : 50mm Beam : 40mm Column, Pedestals above ground : 50mm Wall and slab above GL (Internal) : 25mm
  • 37. 37 | P a g e Reference Codes & Documents: 1. IS 456:2000 : Basis of structural design 2. IS 875:2002 (PART 3) : Design of concrete structures against wind 3. IS 1893:2002/2005 : Design of concrete structures against earthquakes Reference Drawings: 1. 014078-C-SY-SY-AR-2301-A 2. 014078-C-SY-SY-NR-2304-01-01-B 3. 014078-C-SY-SY-NR-2305-A 4. 014078-C-SY-SY-NR-2307-A 5. 014078-C-SY-SY-NR-2310-A 6. 014078-C-SY-SY-NR-2311-B C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 : Dead Load Load Case 2 : Live Load Load Case 3 : Wind Load (+X) Load Case 4 : Wind Load (-X) Load Case 5 : Wind Load (+Z) Load Case 6 : Wind Load (-Z) Load Case 7 : Seismic (+X)
  • 38. 38 | P a g e Load Case 8 : Seismic (-X) Load Case 9 : Seismic (+Z) Load Case 10 : Seismic (-Z) 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis is developed as per IS - 800. Load combinations are auto-generated using Indian Code for General Structures. 3. Calculations a. Dead Load i. Self weight ii. Brick Load: i. On beams of the terrace structure = 80% of (20 X 2.52 X .25) = 10.1 kN/m ii. On beams of first floor = 80% of (20 X 3.9 X .25) = 15.6 kN/m iii. On beams of ground floor = 80% of (20 X 4.8 X .25) = 19.2 kN/m iv. On beams of 1st floor roof = 80% of (20 X 0.9 X .25) = 3.6 kN/m iii. Water Tanks: 10 kN on each of the two tanks at 7.800M level iv. Load for partition wall at 3.900M level = 1 kN/m2 b. Live Load i. Floor Load i. Head room at 7.800M level : 0.75 kN/m2 ii. Control Room at first floor (3.900M level) : 10kN/m2 iii. EE’s Office at first floor (3.900M level) : 4 kN/m2 iv. Washroom at first floor and ground floor : 2 kN/m2 v. Top roof at the open terrace surfaces : 1.5 kN/m2 vi. Portico roof at 2.825M level : 0.75 kN/m2 ii. Stairs: 4 kN/m2 c. Dust Load: 0.3 kN/m2 on every open roof
  • 39. 39 | P a g e NOTE: 1. Thickness of Head Room slab = 100mm 2. Thickness of Roof slabs and first floor slabs = 130mm 3. Thickness of Portico slab = 200mm D. DEFLECTION CHECK HORIZONTAL DEFLECTION: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Y are as follows: Top Level Bottom Level Maximum Deflection in Z-dir. (mm) Maximum Deflection in Y-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/400 (mm) Remarks 10.325 -0.900 17.068 10.04 11225 28.10 OK - - - - - - - - - - - - - - - - - - VERTICAL DEFLECTION: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using analysis for all the beams. Vertical deflection is within the limit. Hence, SAFE.
  • 40. 40 | P a g e E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure 3D Rendered View Load47 X Y Z
  • 41. 41 | P a g e Support Nodes Nos. 183 182 181 185 184 187 180 177186 179 176 178 175 190 174 173 172 188171 170 191189 Load10 X Y Z
  • 42. 42 | P a g e Roof - Beam & Nodes Nos.(EL. +7.800m) First Floor-Beam & Nodes Nos. (EL. +3.800m) 10 9 255 224253 249 225254251 250 226252 293 112 8 18 158 292 98 7 17 97 152 312 82 16135 126 153 136 227 150 27125 115 159 151 26 308 15 14 311 64 63 62 67 148 66 147 69 61 119 5668 60 55 118 59 54 104 113161 53 103 115 52 114 51 50 49 160 259 34 237 223246 248 222238247 233 318235 245 33 260317236 2204 31 321 313 320 30140 122142 141 219 29121319 116 28 309 25 24 314 42 41 40 45 144 44 143 47 39 3446 38 33 165 37 32 96 164 107111162 31 95 30 29 28 27 158
  • 43. 43 | P a g e Plinth Level - Beam & Nodes Nos. (EL. -0.900m) Elevation Grid 1(XY Plane) 183 184 338 187 168170 189 167186164 339 188 166185 198 335 180 337174 179 194316 163 178 162 177 196386161 385 310 336 195 173 197 315 20 19 169 18 23 121 22 120 25 15 1024 14 9 168 13 8 125 163 7 6 124 5 1274 3 126159 Load10 X Y Z 205 389 197 218 394 206 191 126 131 132 127 188 Load10 X Y Z
  • 44. 44 | P a g e Elevation Grid 2(XY Plane) Elevation Grid 3(XY Plane) 400401403404 402390 406 393405 177 178 180337194385 386 179336173315 270 264 214 215 210209 4437 38 43304 216211212213217 424139 40 25 2603029 3128314 24 4853 5154305 475052 49 15 2614311 27 181716 151 150 159 177175 176174173171189 172170 7 91688 101254 612453159 156 152 135 138134136133137 27 28 29158 30 31 32 33 34 565554160 5352515049 114 115 X Y 77 78 117 261 123 373 293 198 158 149 112 148 245 268 124 75 292 369 76 118 187 150 47 119 69 25 99 8990 100 186 68 24 154 118 46 Load 10 X Y Z
  • 45. 45 | P a g e Elevation Grid 4(XY Plane) Elevation Grid 5 (XY Plane) 306 307 388 313 312 316 399 57 70 4 7 174 398 58 69 8 33 335 68 59 397 188 250 233 187 237 255 67 60 396 338 9 34 184 66 61 395 183 259 10 65 392 62 162 161 190 163 13 178 59 37 38 179 14 60 61 15 39 180 147 120 143 144 121 148 181 40 18 62 169 63 19 182 41 42 20 183 64 Load10 X Y Z 248 391 73 387 72 249 71 189 74 185 45 67 2322 66 184 44 Load10 X Y Z
  • 46. 46 | P a g e Seismic Load +X Seismic Load -X 6.162 kN 4.497 kN 4.170 kN 0.219 kN 3.730 kN 0.534 kN 0.030 kN 4.170 kN 0.118 kN 3.586 kN 0.199 kN 6.162 kN 0.153 kN 2.280 kN 4.497 kN 5.272 kN 0.092 kN 0.412 kN 3.790 kN 2.848 kN 0.534 kN 4.170 kN 0.219 kN 0.058 kN 0.208 kN 2.280 kN 2.838 kN 0.030 kN 1.179 kN 0.065 kN 3.730 kN 0.083 kN 6.140 kN 0.228 kN 0.494 kN0.500 kN 3.184 kN4.170 kN 3.198 kN 0.118 kN 2.280 kN 0.208 kN 0.045 kN0.012 kN 0.650 kN 1.880 kN 4.833 kN 3.730 kN 0.065 kN 0.199 kN 3.960 kN 0.083 kN 0.412 kN 0.594 kN 0.205 kN 0.045 kN 0.412 kN 0.228 kN 0.420 kN 3.960 kN 3.785 kN 2.932 kN 0.118 kN 0.058 kN 0.189 kN 0.153 kN 2.280 kN 2.690 kN 0.129 kN 1.566 kN 0.133 kN 0.203 kN 0.659 kN 0.095 kN 2.567 kN 4.833 kN 3.960 kN 0.114 kN 0.594 kN 1.409 kN 0.208 kN 2.679 kN 3.730 kN 0.097 kN 4.654 kN 0.189 kN 4.089 kN 0.091 kN 1.566 kN 0.203 kN 0.095 kN 2.918 kN 3.960 kN 0.140 kN 1.409 kN 3.730 kN 3.960 kN 0.097 kN0.091 kN 3.120 kN 7.030 kN 0.140 kN 4.847 kN 3.960 kN 0.140 kN 3.730 kN 0.219 kN 3.960 kN 0.140 kN 3.730 kN 7.030 kN 0.140 kN 4.847 kN 0.219 kN Load1 X Y Z -6.162 kN -4.497 kN -4.170 kN -0.219 kN -3.730 kN -0.534 kN -0.030 kN -4.170 kN -0.118 kN -3.586 kN -0.199 kN -6.162 kN -0.153 kN -2.280 kN -4.497 kN -5.272 kN -0.092 kN -0.412 kN -3.790 kN -2.848 kN -0.534 kN -4.170 kN -0.219 kN -0.058 kN -0.208 kN -2.280 kN -2.838 kN -0.030 kN -1.179 kN -0.065 kN -3.730 kN -0.083 kN -6.140 kN -0.228 kN -0.494 kN-0.500 kN -3.184 kN-4.170 kN -3.198 kN -0.118 kN -2.280 kN -0.208 kN -0.045 kN-0.012 kN -0.650 kN -1.880 kN -4.833 kN -3.730 kN -0.065 kN -0.199 kN -3.960 kN -0.083 kN -0.412 kN -0.594 kN -0.205 kN -0.045 kN -0.412 kN -0.228 kN -0.420 kN -3.960 kN -3.785 kN -2.932 kN -0.118 kN -0.058 kN -0.189 kN -0.153 kN -2.280 kN -2.690 kN -0.129 kN -1.566 kN -0.133 kN -0.203 kN -0.659 kN -0.095 kN -2.567 kN -4.833 kN -3.960 kN -0.114 kN -0.594 kN -1.409 kN -0.208 kN -2.679 kN -3.730 kN -0.097 kN -4.654 kN -0.189 kN -4.089 kN -0.091 kN -1.566 kN -0.203 kN -0.095 kN -2.918 kN -3.960 kN -0.140 kN -1.409 kN -3.730 kN -3.960 kN -0.097 kN-0.091 kN -3.120 kN -7.030 kN -0.140 kN -4.847 kN -3.960 kN -0.140 kN -3.730 kN -0.219 kN -3.960 kN -0.140 kN -3.730 kN -7.030 kN -0.140 kN -4.847 kN -0.219 kN Load2 X Y Z
  • 47. 47 | P a g e Seismic Load +Z Seismic Load -Z 24.598 kN 17.950 kN 16.648 kN 0.876 kN 14.888 kN 2.130 kN 0.120 kN 16.648 kN 0.472 kN 14.314 kN 0.796 kN 24.598 kN 0.610 kN 9.103 kN 17.950 kN 21.046 kN 0.367 kN 1.643 kN 15.131 kN 11.368 kN 2.130 kN 16.648 kN 0.876 kN 0.233 kN 0.830 kN 9.103 kN 11.328 kN 0.120 kN 4.708 kN 0.258 kN 14.888 kN 0.332 kN 24.511 kN 0.909 kN 1.972 kN1.996 kN 12.711 kN 16.648 kN 12.768 kN 0.472 kN 9.103 kN 0.830 kN 0.181 kN0.048 kN 2.597 kN 7.506 kN 19.293 kN 14.888 kN 0.258 kN 0.796 kN 15.810 kN 0.332 kN 1.643 kN 2.373 kN 0.817 kN 0.181 kN 1.644 kN 0.911 kN 1.677 kN 15.809 kN 15.112 kN 11.704 kN 0.472 kN 0.233 kN 0.753 kN 0.610 kN 9.103 kN 10.737 kN 0.517 kN 6.253 kN 0.529 kN 0.812 kN 2.630 kN 0.378 kN 10.249 kN 19.293 kN 15.810 kN 0.455 kN 2.373 kN 5.623 kN 0.830 kN 10.695 kN 14.888 kN 0.387 kN 18.577 kN 0.753 kN 16.324 kN 0.362 kN 6.253 kN 0.812 kN 0.378 kN 11.649 kN 15.810 kN 0.560 kN 5.623 kN 14.888 kN 15.810 kN 0.387 kN0.362 kN 12.456 kN 28.063 kN 0.560 kN 19.350 kN 15.810 kN 0.560 kN 14.888 kN 0.876 kN 15.810 kN 0.560 kN 14.888 kN 0.560 kN 19.350 kN 0.876 kN Load3 X Y Z -24.598 kN -17.950 kN -16.648 kN -0.876 kN -14.888 kN -2.130 kN -0.120 kN -16.648 kN -0.472 kN -14.314 kN -0.796 kN -24.598 kN -0.610 kN -9.103 kN -17.950 kN -21.046 kN -0.367 kN -1.643 kN -15.131 kN -11.368 kN -2.130 kN -16.648 kN -0.876 kN -0.233 kN -0.830 kN -9.103 kN -11.328 kN -0.120 kN -4.708 kN -0.258 kN -14.888 kN -0.332 kN -24.511 kN -0.909 kN -1.972 kN-1.996 kN -12.711 kN-16.648 kN -12.768 kN -0.472 kN -9.103 kN -0.830 kN -0.181 kN-0.048 kN -2.597 kN -7.506 kN -19.293 kN -14.888 kN -0.258 kN -0.796 kN -15.810 kN -0.332 kN -1.643 kN -2.373 kN -0.817 kN -0.181 kN -1.644 kN -0.911 kN -1.677 kN -15.809 kN -15.112 kN -11.704 kN -0.472 kN -0.233 kN -0.753 kN -0.610 kN -9.103 kN -10.737 kN -0.517 kN -6.253 kN -0.529 kN -0.812 kN -2.630 kN -0.378 kN -10.249 kN -19.293 kN -15.810 kN -0.455 kN -2.373 kN -5.623 kN -0.830 kN -10.695 kN -14.888 kN -0.387 kN -18.577 kN -0.753 kN -16.324 kN -0.362 kN -6.253 kN -0.812 kN -0.378 kN -11.649 kN -15.810 kN -0.560 kN -5.623 kN -14.888 kN -15.810 kN -0.387 kN-0.362 kN -12.456 kN -28.063 kN -0.560 kN -19.350 kN -15.810 kN -0.560 kN -14.888 kN -0.876 kN -15.810 kN -0.560 kN -14.888 kN -28.063 kN -0.560 kN -19.350 kN -0.876 kN Load4 X Y Z
  • 48. 48 | P a g e Dead Load: Roof Dead Load: First Floor -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -10.000 kN -4.500 kN/m -4.500 kN/m -10.000 kN -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -10.100 kN/m -10.100 kN/m -10.100 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -4.500 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m -15.600 kN/m -15.600 kN/m -0.100 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY) -0.100 kN/m -15.600 kN/m -0.100 kN/m(GY) -15.600 kN/m -15.600 kN/m -0.100 kN/m(GY) -0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -0.156 kN/m-0.156 kN/m(GY)-0.156 kN/m-0.156 kN/m(GY) -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m -15.600 kN/m-15.600 kN/m
  • 49. 4 | P a g e ACKNOWLEDGEMENT Every project big or small is successful largely due to the efforts of a number of wonderful people who always give their valuable time and energy for the sake of it. I sincerely appreciate the inspiration, support and guidance of all those people who have been instrumental in making this learning experience a success. I, Shubham Tripathi, a student of Civil Engineering at IIT (BHU), VARANASI, am extremely grateful to BASU CONSULTING ENGINEERS, for giving me the opportunity to attend this training programme. At this juncture I feel deeply honoured in expressing my sincere thanks to Mr. Nilanjan Basu, Founder & CEO, Basu Consulting Engineers, for dispensing me with this extraordinary chance of learning. I would also like to thank Mr. Manjurul Haque for making the resources available at the right times and providing us some valuable insights leading to the successful completion of my projects. I am immensely indebted to him for the invaluable help that he rendered at every step of this training programme. I further place a deep sense of gratitude to the following persons who have helped us in completing the training programme: Personnel Department Mr. J. Bharati HEAD, STRUCTURAL ENGG. Mr. S. C. Guha HEAD, CIVIL ENGG. Mr. Manjurul Haque DESIGN ENGINEER Mr. K. Bhattacharya PROJECT MANAGER (SITE) Mr. J. K. Ghosh STRUCTURAL ENGG., HEAD CHECKER Mr. S. Palmal DESIGN AND DRAWING Mr. A. Gayen DESIGN AND DRAWING Mr. S. Basu DESIGN AND DRAWING Mr. T. Jana DESIGN AND DRAWING Mr. D. Bose DESIGN AND DRAWING Mr. T. N. Shaw DESIGN AND DRAWING Mr. A. Das ACCOUNTS & FINANCE MANAGER Mr. S. Pal ACCOUNTS & FINANCE MANAGER Mr. B. Sinha IT & SOFTWARE
  • 50. 50 | P a g e Live Load: First Floor Wind Load +X -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -2.000 kN/m(GY) -3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m-3.115 kN/m-3.115 kN/m(GY)-2.000 kN/m -2.000 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m -2.000 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) -3.115 kN/m-3.115 kN/m(GY)-3.115 kN/m-3.115 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m(GY) -4.800 kN/m -6.000 kN/m(GY) -6.000 kN/m(GY) -6.000 kN/m -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) 2*-6.000 kN/m2*-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -4.800 kN/m -6.000 kN/m-6.000 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -2.400 kN/m -4.800 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY)-2.400 kN/m(GY) -2.400 kN/m(GY) -2.400 kN/m(GY) -2.400 kN/m 2*-15.000 kN/m2*-15.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY)-4.800 kN/m(GY) -2.400 kN/m-2.400 kN/m(GY) -15.000 kN/m(GY) -15.000 kN/m(GY) -15.000 kN/m -6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) 2*-15.000 kN/m2*-15.000 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) -15.000 kN/m-15.000 kN/m(GY) 1.200 kN/m 2.000 kN/m 1.200 kN/m 2.000 kN/m 5.400 kN/m 3.450 kN/m 8.100 kN/m 6.200 kN/m 5.400 kN/m 8.100 kN/m 2.700 kN/m 3.450 kN/m 6.200 kN/m 8.100 kN/m 6.000 kN/m 11.100 kN/m 5.400 kN/m 8.100 kN/m Load7 X Y Z
  • 51. 51 | P a g e Wind Load -X Wind Load +Z -8.100 kN/m -5.400 kN/m -8.100 kN/m -2.000 kN/m -5.400 kN/m -1.200 kN/m -2.000 kN/m -1.200 kN/m -11.100kN/m -8.100 kN/m -8.100 kN/m -6.200kN/m -5.400 kN/m -3.450kN/m -6.000 kN/m -6.200kN/m -3.450 kN/m -2.700 kN/m Load8 X Y Z 3.000 kN/m6.000 kN/m 3.000 kN/m 6.000 kN/m 6.230 kN/m 6.000 kN/m 2.800 kN/m 6.230 kN/m 6.000 kN/m 2.800 kN/m 6.230 kN/m 2.800 kN/m 2.800 kN/m6.000 kN/m 2.800 kN/m 6.230 kN/m 0.900 kN/m 2.800 kN/m 2.800 kN/m6.000 kN/m 1.800 kN/m 2.800 kN/m 2.800 kN/m 6.000 kN/m 0.900 kN/m 1.800 kN/m 6.000 kN/m 2.620 kN/m 2.800 kN/m6.000 kN/m 1.800 kN/m 1.800 kN/m 3.000 kN/m 2.620 kN/m 6.000 kN/m 1.800 kN/m 3.000 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 1.800 kN/m 0.900 kN/m 1.800 kN/m 0.900 kN/m Load9 X Y Z
  • 52. 52 | P a g e Wind Load –Z Dust Load -0.900 kN/m -1.800 kN/m -0.900 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -3.000 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -6.000 kN/m -1.800 kN/m -1.800 kN/m -1.800 kN/m -3.000 kN/m -4.610 kN/m -1.800 kN/m -0.900 kN/m -1.800 kN/m -1.800 kN/m -6.000 kN/m -6.000 kN/m-0.900 kN/m -0.900 kN/m -1.800 kN/m -6.000 kN/m -6.230 kN/m -0.900 kN/m -6.230 kN/m -6.230 kN/m -4.610 kN/m -6.230 kN/m -6.000 kN/m -7.610 kN/m -2.620 kN/m -6.000 kN/m -6.000 kN/m -2.620 kN/m -6.000 kN/m -6.000 kN/m -7.610 kN/m -3.000 kN/m -6.000 kN/m -3.000 kN/m Load10 X Y Z -0.450kN/m-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.300 kN/m-0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.300 kN/m(GY) -0.467 kN/m-0.467 kN/m(GY) -0.450 kN/m(GY)-0.450 kN/m-0.300 kN/m -0.450 kN/m-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450 kN/m -0.300 kN/m(GY) -0.467kN/m-0.467kN/m(GY) -0.467 kN/m-0.467 kN/m(GY)-0.467 kN/m-0.467 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.450 kN/m(GY) -0.450 kN/m(GY)-0.360kN/m -0.416 kN/m -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.416 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) -0.416kN/m -0.450 kN/m(GY)-0.360kN/m -0.450 kN/m(GY) -0.450 kN/m -0.484 kN/m-0.484 kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY)-0.416kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.360kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.484kN/m-0.484kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) -0.360kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.450kN/m2*-0.450kN/m(GY) -0.484 kN/m-0.484 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.900 kN/m-0.900 kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450kN/m-0.450kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)
  • 53. 53 | P a g e F. DESIGN OF FOUNDATION Footing No. Footing Geometry Length (mm) Width (mm) Thickness (mm) 188 1300 1300 300 191 1300 1300 300 172 2200 2100 500 175 2200 2100 500 180 2200 2100 500 181 2200 2100 500 170 1900 1800 400 171 1900 1800 400 176 1900 1800 400 178 1900 1800 400 179 1900 1800 400 182 1900 1800 400 184 1900 1800 400 185 1900 1800 400 177 1900 1800 450 183 1900 1800 450 189 1900 1800 450 190 1900 1800 450 173 2200 2200 500 174 2200 2200 500 186 2200 2200 500 187 2200 2200 500
  • 54. 54 | P a g e Footing No. Footing Reinforcement Bottom Reinforcement (MZ) Bottom Reinforcement (MX) Top Reinforcement (MZ) Top Reinforcement (MX) 188 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 191 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 172 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 175 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 180 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 181 T12 @ 175 mm c/c T12 @ 185 mm c/c T12 @ 175 mm c/c T12 @ 185 mm c/c 170 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 171 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 176 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 178 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 179 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 182 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 184 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 185 T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 177 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 183 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 189 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 190 T12 @ 200 mm c/c T12 @ 190 mm c/c T12 @ 200 mm c/c T12 @ 200 mm c/c 173 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 174 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 186 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c 187 T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c T12 @ 185 mm c/c G. RESULTS AND CONCLUSION The members are designed within the permissible limit and found ok. Also, deflections of all members are found to be within allowable limit. Hence, it may be concluded that the structural analysis and design of structure is carried out in compliance with Specification for Civil/Structural Design and found to be adequate from strength and serviceability point of view.
  • 55. 55 | P a g e DESIGN OF DRUM FILTER BUILDING FOR THE FLUORSPAR BENEFICIATION PLANT, MOROCCO A. BRIEF DESCRIPTION: The building is a steel framed structure with RCC Foundation and pedestals. It also consists of a concrete slab on the second floor. B. DEIGN DATA: Construction Material Structural Steel: 250 N/mm2 yield stress Concrete: M30 Grade of Concrete Reference Codes and Documents EC - 3DD Building Code Requirements for Structural Steel IBC - ASD Load Combination Definitions C. LOADING CONSIDERATIONS AND CALCULATIONS 1. Primary Load Cases Load Case 1 SEISMIC LOAD IN X DIRECTION Load Case 2 SEISMIC LOAD IN -X DIRECTION Load Case 3 SEISMIC LOAD IN Z DIRECTION Load Case 4 SEISMIC LOAD IN –Z DIRECTION Load Case 5 DEAD LOAD (self weight + load due to all the equipments + floor load + handrail load) Load Case 6 LIVE LOAD
  • 56. 56 | P a g e Load Case 7 WIND LOAD IN X DIRECTION Load Case 8 WIND LOAD IN Z DIRECTION Load Case 9 WIND LOAD IN -X DIRECTION Load Case 10 WIND LOAD IN -Z DIRECTION 2. Load Combinations Factored and Unfactored Load combinations which are used in Design and Analysis are developed as per IBC–ASD. Load combinations are auto-generated using IBC – ASD. 3. Calculations a. Seismic Load: The seismic load has been generated using the following values of the seismic parameters: Zone 0.2 Response Reduction Factor (RF) 5 Importance Factor (I) 1 Rock and Soil Site Factor (SS) 3 Type of Structure 1 Damping Ratio (DM) 5 b. Dead Load: i. Self weight of the steel structure and a 150mm thick concrete slab on the 2nd floor. ii. Handrail load of 0.15 kN/m on the stairs. iii. On the tower (LVL 371.75M) Concentrated load: 4 X 4.5 kN
  • 57. 57 | P a g e iv. At Roof Level (on the sloping shade) Type kN/m2 kN/m kN Flooring - - - Handrail - 0.3 - Equipment - - - v. At 2nd floor (LVL 364.75M) Type kN/m2 kN/m kN Flooring 0.9 - - Handrail - 0.15 - Equipment - - 438 vi. At 1st floor (LVL 361.25M) Type kN/m2 kN/m kN Flooring 0.9 - - Handrail - 0.15 - Equipment - - 102 c. Live Load: i. At 2nd floor (LVL 364.75M) Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 48 Horizontal LL (Z-dirn) 48 ii.At 1st floor (LVL 361.25M) Type kN/m2 kN/m kN Vertical LL 5 Horizontal LL (X-dirn) 24 Horizontal LL (Z-dirn) 9
  • 58. 58 | P a g e d. Wind Load: Site Location: MOROCCO Basic Wind Speed (vb) at 10m height = 20 m/s Design Wind Speed (v) = vb x k1 x k2 k3 The factors considered are: i. Terrain Category = 1 ii. Structure Class = A iii. Risk Coefficient, k1 = 1.0 iv. Topography k3 = 1.0 v. Factor k2 at a height of 10m = 1.05 Therefore, design wind pressure at 10m height = 0.6v2 = 0.3125 kN/m2 NOTE: a. Wind loads on columns are considered to be uniformly distributed. b. Reactions due to wind loads acting on equipments are taken as nodal loads on the supports on which the equipments rest. D. DEFLECTION CHECK Horizontal Deflection: Deflection check has been carried out at all tier levels using STAAD Analysis. The summary of maximum deflection in horizontal directions i.e. X & Z are as follows: Top Level Bottom Level Maximum Deflection in X-dir. (mm) Maximum Deflection in Z-dir. (mm) Height (H) of the Building from FGL (mm) Allowable Deflection = H/500 (mm) Remarks 369.25 358.75 16.860 8.749 10.5 21 OK 369.25 358.75 16.755 16.826 10.5 21 OK 369.25 358.75 8.287 8.856 10.5 21 OK 369.25 358.75 8.175 16.535 10.5 21 OK
  • 59. 59 | P a g e Vertical Deflection: Allowable vertical deflection for Floor beams is L/400 for working loads. Vertical deflection check has been done using STAAD analysis for all the beams. Vertical deflection is within the limit. Hence, safe. E. STAAD MODEL SKETCHES AND LOADING DIAGRAMS Whole Structure Load1 X Y Z
  • 60. 60 | P a g e 3-D Rendered View Support Nodes 237 238 239 234 235 236 X Y Z
  • 61. 61 | P a g e First Floor Plan (LVL 361.25M); Node Nos. First Floor Plan (LVL 361.25M); Beam Nos. 25 1410 26 11 1322 1223 1524 19147 11714616 148 156155149 150 3615333 118 144143 154201453217 65 141 119 123 12415234 151 37 120 3942 353066 3128 29 21 4018 3841 230 585549 52 5950 5653 64108 60575451 62107 61 63 7 116 44 9478 43 45 46 48 Load 10 XY Z 328 35337 11 1210 349 226 228230 9019 242220 223 239 77 21213 180211 213 214 21691 241 23523480 22420 221229227 231 23892 240 78 36 20914 20887 28 20718189 21520593 237 188236 217 18221 210 222 225183 187 21894 79 184 2388 24 26 51 505225 5327 55 54 37 4971 58 468 160 41 59 4872 38 4295 161 73 163 4760 39 74 167 162 43 6175 46 65164 40 6276 45179 178 63 6664 4496 68 67 423 70 Load 10 XY Z
  • 62. 62 | P a g e Second Floor Plan (LVL 367.75M); Node Nos. Second Floor Plan (LVL 364.75M); Beam Nos. 73 88 9871 9270 72 16175 74127125 162 77 7684126 12883 167101170 130 129 9389 133228 99 136135 168206171 103 134 104 10094 9579 22978 90 132 131 87 22786 918067 6885 69 110 114 115111 XY 130 132113 129112 131 249119115 189128 191 331 247 153150120491 248190 108 192 104109 255251 121117 134 197155 156395 330 154 135 364194 193 151 398 365 256 199114 363 329159 198 157 158 148 396103 146147 118 122 399152 397 140 195196 138123 105 394110 111 139137 176172 168 177173 169 XY
  • 63. 63 | P a g e Elevation Grid 1 along Z Elevation grid 2 along Z 243245 123105110394 111137138139 101100 102 6344 66 64 96178 4 3 2 157158 227 808569 866887 6791 79 4443 116847 234235236 Load 1 X Y Z 244 481 97 7 112 8910 113 1112 98 246 6 129 3233 130 34 131 35 132 5 99 237 159 10 70 22 73 23242526 71 238 11 160 88 1314 92 15 98 239 12 72 Load 1 X Y Z
  • 64. 64 | P a g e Elevation grid 1 along X Elevation grid 2 along X 244 97 114 243 19 20 481 21 172 173 95 102 2 159 70 157 10 16 17 237 18 67 110 111 7 234 Load 1 X Y Z 195 72 122 73 74 7675 3 245 101 68 423 193 91 98 246 6 90 119 120 92 93 121 94 71 6149 78 50 131 64 51 235 68 8 158 45 46 7671 238 160 19 74 3311 2034 129 21 Load 1 X Y Z
  • 65. 65 | P a g e Elevation grid 3 along X Dead Load on the First Floor (LVL 361.25M) 5 99 331 499 493 496 494 488 36 428 426 427 429 430 431 425 330 327 446 450 326 449 447 325 324 448 323 322 445 328 451 483 472 37 440 441 442 439 444 443 438 468 329 492 486 38 39 140 495 497 471 498 40 100 4 239 12 72 242 200 196 192 188 184 167 180 176 246 245 38 185 189 168 193 197 201 181 177 231 23058 95 59 247 244 60 69 9 236 Load 1 X Y Z -0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m -0.361 kN/m-0.361 kN/m(GY) -0.225 kN/m(GY) -0.456 kN/m-0.456 kN/m(GY) -0.178 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m(GY)-0.904 kN/m-0.904 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.723 kN/m -0.361 kN/m-0.361 kN/m(GY)-0.362 kN/m-0.362 kN/m(GY) -0.225 kN/m-0.178 kN/m-0.278 kN/m-0.278 kN/m(GY) -0.456 kN/m-0.456 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.723 kN/m-0.723 kN/m(GY) -0.275 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)-0.272 kN/m-0.272 kN/m(GY)-0.278 kN/m-0.278 kN/m(GY) -0.138 kN/m -0.190 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.336 kN/m(GY)-0.386 kN/m(GY) -0.734 kN/m-0.734 kN/m(GY) -0.904 kN/m-0.904 kN/m(GY) -0.727 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.277 kN/m-0.137 kN/m(GY) -0.230 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.362 kN/m-0.362 kN/m(GY) -0.723 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY)-0.361 kN/m-0.361 kN/m(GY) -0.722 kN/m-0.722 kN/m(GY) -0.275 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.138 kN/m(GY)-0.178 kN/m -0.002 kN/m(GY) -0.190 kN/m -0.455 kN/m(GY)-0.336 kN/m -0.003 kN/m(GY) -0.386 kN/m 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.138 kN/m(GY) -0.229 kN/m(GY) -0.277 kN/m(GY) -0.727 kN/m(GY) -0.727 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.002 kN/m(GY) -0.455 kN/m(GY)-0.456 kN/m -0.003 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.808 kN/m -0.178 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.205 kN/m -0.735 kN/m-0.735 kN/m(GY) -0.387 kN/m-0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.277 kN/m -0.453 kN/m 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.456 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.361 kN/m-0.361 kN/m(GY) -0.727 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -0.209 kN/m -0.404 kN/m-0.404 kN/m(GY) -0.180 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.191 kN/m -0.205 kN/m(GY)-0.278 kN/m -0.387 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.209 kN/m(GY)-0.331 kN/m -0.277 kN/m(GY) -0.453 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m-0.331 kN/m(GY) -0.723 kN/m-0.723 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.808 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -1.080 kN/m -0.191 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.278 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.808 kN/m -0.404 kN/m-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m(GY)-0.404 kN/m(GY) -0.724 kN/m-0.724 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) 2*-0.272 kN/m2*-0.272 kN/m(GY) -0.472 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) -1.541 kN/m -0.404 kN/m-0.404 kN/m(GY)2*-0.355 kN/m2*-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -1.080 kN/m(GY)-1.080 kN/m -0.358 kN/m(GY) -1.080 kN/m 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY)2*-0.404 kN/m2*-0.404 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY) -1.080 kN/m(GY) -0.808 kN/m(GY) -1.080 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.944 kN/m(GY) -0.472 kN/m -0.272 kN/m-0.272 kN/m(GY) -0.272 kN/m-0.272 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY)2*-0.450 kN/m2*-0.450 kN/m(GY) 2*-0.355 kN/m2*-0.355 kN/m(GY) -0.112 kN/m(GY) -0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.358 kN/m(GY) -0.358 kN/m-0.450 kN/m-0.450 kN/m(GY) -1.415 kN/m(GY) -0.944 kN/m -0.112 kN/m(GY)-0.112 kN/m -1.541 kN/m(GY) -2.907 kN/m-2.907 kN/m(GY) -2.161 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY) 2*-0.153 kN/m 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY)-0.358 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.355 kN/m-0.355 kN/m(GY)-0.355 kN/m-0.355 kN/m(GY) -0.112 kN/m -0.394 kN/m-0.394 kN/m(GY) -1.080 kN/m(GY)-1.080 kN/m(GY) -0.358 kN/m -0.404 kN/m-0.404 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -1.100 kN/m(GY) -1.524 kN/m-1.524 kN/m(GY)-1.415 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -1.080 kN/m-1.080 kN/m(GY) -0.153 kN/m(GY) -0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY) -0.153 kN/m -0.153 kN/m(GY) -0.457 kN/m-0.457 kN/m(GY) -0.153 kN/m -2.161 kN/m(GY) -0.265 kN/m-0.481 kN/m(GY) -1.100 kN/m -0.457 kN/m-0.457 kN/m(GY)-0.457 kN/m-0.457 kN/m(GY) -0.358 kN/m(GY) -0.358 kN/m -0.394 kN/m-0.394 kN/m(GY)-0.394 kN/m-0.394 kN/m(GY) 2*-0.153 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) 2*-0.404 kN/m2*-0.404 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.179 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.150 kN/m -0.265 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.358 kN/m -0.394 kN/m-0.394 kN/m(GY) -0.481 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.358 kN/m -0.358 kN/m(GY) -0.112 kN/m(GY) -0.880 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY) -0.112 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.404 kN/m-0.404 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -0.358 kN/m(GY)-0.404 kN/m-0.404 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m-0.450 kN/m(GY)-0.450 kN/m-0.450 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.150 kN/m -0.574 kN/m-0.574 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY)-0.150 kN/m -0.450 kN/m -0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.880 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.450 kN/m(GY)-0.574 kN/m-0.574 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -2.493 kN/m-2.493 kN/m(GY) -0.574 kN/m-0.574 kN/m(GY) -0.150 kN/m -1.707 kN/m-1.707 kN/m(GY) -6.000 kN -6.000 kN -6.000 kN -6.000 kN -15.000 kN -15.000 kN -15.000 kN -9.000 kN -15.000 kN -9.000 kN XY
  • 66. 66 | P a g e Live Load on the First Floor (LVL 361.25M) Dead Load on the Second Floor (LVL 364.75M) -5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -2.007 kN/m-2.007 kN/m(GY) -2.007 kN/m-2.007 kN/m(GY) -2.009 kN/m-2.009 kN/m(GY)-4.017 kN/m -2.006 kN/m-2.006 kN/m(GY) -1.248 kN/m(GY) -2.534 kN/m-2.534 kN/m(GY) -0.989 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.011 kN/m-2.011 kN/m(GY) -2.011 kN/m-2.011 kN/m(GY) -4.017 kN/m(GY)-5.020 kN/m-5.020 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -4.017 kN/m-2.008 kN/m-2.008 kN/m(GY)-2.010 kN/m-2.010 kN/m(GY) -1.248 kN/m-0.989 kN/m-1.544 kN/m-1.544 kN/m(GY) -2.536 kN/m-2.536 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-2.006 kN/m-2.006 kN/m(GY) -4.018 kN/m-4.018 kN/m(GY) -1.528 kN/m(GY) -2.005 kN/m-2.005 kN/m(GY)-1.513 kN/m-1.513 kN/m(GY)-1.546 kN/m-1.546 kN/m(GY) -0.764 kN/m -1.058 kN/m(GY) -2.009 kN/m-2.009 kN/m(GY) -1.866 kN/m(GY)-2.146 kN/m(GY) -4.079 kN/m-4.079 kN/m(GY) -5.020 kN/m-5.020 kN/m(GY) -4.040 kN/m-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.537 kN/m-0.761 kN/m(GY)-1.278 kN/m(GY)-2.008 kN/m-2.008 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -2.010 kN/m-2.010 kN/m(GY) -4.017 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY)-2.007 kN/m-2.007 kN/m(GY) -4.013 kN/m-4.013 kN/m(GY) -1.528 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -0.764 kN/m(GY)-0.992 kN/m -0.008 kN/m(GY) -1.058 kN/m -2.527 kN/m(GY)-1.866 kN/m -0.017 kN/m(GY) -2.146 kN/m 2*-1.513 kN/m2*-1.513 kN/m(GY) -0.768 kN/m(GY)-1.272 kN/m(GY) -1.537 kN/m(GY) -4.040 kN/m(GY) -4.040 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -0.008 kN/m(GY) -2.527 kN/m(GY)-2.532 kN/m -0.017 kN/m(GY)-2.005 kN/m-2.005 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)-4.487 kN/m -0.992 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.140 kN/m -4.081 kN/m-4.081 kN/m(GY) -2.147 kN/m-1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.536 kN/m -2.514 kN/m 2*-1.513 kN/m2*-1.513 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.532 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -2.008 kN/m-2.008 kN/m(GY) -4.040 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -1.160 kN/m -2.244 kN/m-2.244 kN/m(GY) -1.000 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -1.058 kN/m -1.140 kN/m(GY)-1.545 kN/m -2.147 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -1.160 kN/m(GY)-1.839 kN/m -1.536 kN/m(GY) -2.514 kN/m(GY)-2.537 kN/m-2.537 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m-1.839 kN/m(GY) -4.016 kN/m-4.016 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -4.487 kN/m(GY)-6.000 kN/m-6.000 kN/m(GY) -6.000 kN/m -1.058 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.545 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -4.487 kN/m-2.244 kN/m-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m(GY)-2.244 kN/m(GY) -4.020 kN/m-4.020 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) 2*-1.513 kN/m2*-1.513 kN/m(GY) -2.621 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) -8.561 kN/m -2.244 kN/m-2.244 kN/m(GY)2*-1.975 kN/m2*-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -6.000 kN/m(GY)-6.000 kN/m -1.987 kN/m(GY) -6.000 kN/m 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY)2*-2.244 kN/m2*-2.244 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY) -6.000 kN/m(GY)-4.487 kN/m(GY)-6.000 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -5.242 kN/m(GY) -2.621 kN/m -1.513 kN/m-1.513 kN/m(GY) -1.513 kN/m-1.513 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY)2*-2.500 kN/m2*-2.500 kN/m(GY) 2*-1.975 kN/m2*-1.975 kN/m(GY) -0.625 kN/m(GY) -2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -1.987 kN/m(GY) -1.987 kN/m-2.500 kN/m-2.500 kN/m(GY) -7.863 kN/m(GY) -5.242 kN/m -0.625 kN/m(GY)-0.625 kN/m -8.561 kN/m(GY) -16.151 kN/m-16.151 kN/m(GY) -12.007 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY) 2*-0.850 kN/m 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY)-1.987 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.975 kN/m-1.975 kN/m(GY)-1.975 kN/m-1.975 kN/m(GY) -0.625 kN/m -2.188 kN/m-2.188 kN/m(GY) -6.000 kN/m(GY)-6.000 kN/m(GY) -1.987 kN/m -2.244 kN/m-2.244 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -6.113 kN/m(GY) -8.466 kN/m-8.466 kN/m(GY)-7.863 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -6.000 kN/m-6.000 kN/m(GY) -0.850 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY) -0.850 kN/m -0.850 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -0.850 kN/m -12.007 kN/m(GY) -1.475 kN/m-2.674 kN/m(GY) -6.113 kN/m -2.538 kN/m-2.538 kN/m(GY)-2.538 kN/m-2.538 kN/m(GY) -1.987 kN/m(GY) -1.987 kN/m -2.188 kN/m-2.188 kN/m(GY)-2.188 kN/m-2.188 kN/m(GY) 2*-0.850 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) 2*-2.244 kN/m2*-2.244 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -0.992 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY)-1.475 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -1.987 kN/m-2.188 kN/m-2.188 kN/m(GY) -2.674 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.987 kN/m -1.987 kN/m(GY) -0.625 kN/m(GY) -4.888 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY) -0.625 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -2.244 kN/m-2.244 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY)-1.987 kN/m(GY)-2.244 kN/m-2.244 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -2.500 kN/m-2.500 kN/m(GY)-2.500 kN/m-2.500 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -2.500 kN/m -1.250 kN/m-1.250 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -4.888 kN/m(GY) -1.250 kN/m-1.250 kN/m(GY) -2.500 kN/m(GY)-3.187 kN/m-3.187 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -13.849 kN/m-13.849 kN/m(GY) -3.187 kN/m-3.187 kN/m(GY) -9.484 kN/m-9.484 kN/m(GY) 3.750 kN 3.750 kN 3.750 kN 3.750 kN 2.250 kN2.250 kN 2.250 kN2.250 kN 2.250 kN2.250 kN 2.250 kN2.250 kN XY -0.642 kN/m-0.642 kN/m(GY)-0.737 kN/m-0.737 kN/m(GY) -0.563 kN/m -0.645 kN/m-0.614 kN/m-0.614 kN/m(GY) -0.614 kN/m(GY)-0.563 kN/m(GY)-0.614 kN/m-0.645 kN/m(GY) -0.737 kN/m-0.737 kN/m(GY) -0.415 kN/m -0.219 kN/m(GY) -0.642 kN/m-0.642 kN/m(GY) -0.252 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY) -0.614 kN/m(GY) -0.614 kN/m(GY) -0.426 kN/m -0.415 kN/m(GY) -0.219 kN/m-0.252 kN/m -0.426 kN/m(GY) -0.426 kN/m -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.614 kN/m-0.614 kN/m(GY) -0.614 kN/m-0.614 kN/m(GY) -0.225 kN/m-0.225 kN/m(GY) -0.614 kN/m(GY) -0.389 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.252 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY)-0.612 kN/m-0.612 kN/m(GY) -0.134 kN/m(GY) -0.393 kN/m-0.393 kN/m(GY) -0.426 kN/m(GY) -0.612 kN/m-0.612 kN/m(GY) -0.184 kN/m -0.501 kN/m(GY)-0.501 kN/m-0.501 kN/m -0.737 kN/m-0.737 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY)-0.225 kN/m-0.225 kN/m(GY) -0.225 kN/m -0.225 kN/m(GY) -0.614 kN/m -0.389 kN/m-0.225 kN/m(GY)-0.225 kN/m -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.225 kN/m -0.112 kN/m-0.112 kN/m(GY) -0.184 kN/m -0.501 kN/m(GY) -0.501 kN/m -0.252 kN/m -0.134 kN/m -0.306 kN/m(GY) -0.306 kN/m(GY) -0.306 kN/m -0.288 kN/m(GY) -0.288 kN/m-0.288 kN/m(GY)-0.288 kN/m-0.288 kN/m(GY)-0.225 kN/m(GY) -0.225 kN/m -0.668 kN/m(GY) -0.737 kN/m-0.737 kN/m(GY) -0.356 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.501 kN/m -0.614 kN/m -0.112 kN/m(GY) -0.112 kN/m -0.112 kN/m 2*-0.675 kN/m2*-0.675 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -1.003 kN/m -0.393 kN/m-0.393 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY) -0.306 kN/m-0.306 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.178 kN/m(GY) -0.178 kN/m(GY) -0.668 kN/m(GY) -0.356 kN/m(GY) -0.178 kN/m-0.178 kN/m(GY) -0.473 kN/m -0.225 kN/m(GY) -0.225 kN/m -0.871 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.288 kN/m -0.614 kN/m(GY)-0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.356 kN/m-0.112 kN/m(GY) -0.112 kN/m -0.178 kN/m(GY)-0.178 kN/m -1.053 kN/m-1.053 kN/m(GY)-1.003 kN/m(GY) -0.501 kN/m-0.501 kN/m(GY) -0.178 kN/m(GY) -0.178 kN/m -0.178 kN/m -1.053 kN/m(GY) -0.871 kN/m(GY) -1.053 kN/m -0.288 kN/m(GY) -0.288 kN/m -0.306 kN/m(GY)-0.288 kN/m(GY) -0.356 kN/m(GY) -0.112 kN/m(GY) -0.112 kN/m-0.112 kN/m(GY) -0.178 kN/m-0.178 kN/m(GY) 2*-0.112 kN/m2*-0.112 kN/m(GY) -0.178 kN/m(GY)-0.178 kN/m-0.178 kN/m(GY) -0.225 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -0.675 kN/m-0.675 kN/m(GY) -1.053 kN/m(GY) -0.288 kN/m(GY) -0.473 kN/m(GY) -1.053 kN/m-1.053 kN/m(GY) -0.225 kN/m(GY) -0.225 kN/m 2*-0.675 kN/m2*-0.675 kN/m(GY) -0.479 kN/m-0.479 kN/m(GY) -0.479 kN/m(GY)-0.479 kN/m -0.306 kN/m-0.306 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