ayisha irshad tower designing

1. DESIGNING OF TELECOMMUNICATION TOWER
PRESENTED Y:
AYISHA IRSHAD
BE.CIVIL ENGINEER
NEDUET
MS.URAN AND INFRASTRUCTURE ENGINEERING
NEDUET

2.  SITE ENGINEERING SURVEYS
 PRELIMINARY DESIGN
 DETAILED ENGINEERING DRAWINGS
 FEASIBILITY DOCUMENTS
SOIL TEST REPORTS
BUILDING EVALUATION REPORT
STRUCTURE STABILITY CERTIFICATE

3. SURVEY
ROOF TOP SITES
1) Columns Verification
2) Slab thickness
Building Structural
Conditions
GREEN FIELD SITES
1) Acquire Area
2) Site Levels

4. ROOF SLAB WITHOUT STOREY MARGIN
ROOF SLAB WITH STOREY MARGIN

5. ACQUIRED AREA
SITE LEVELS MARKING

6. Roof Top Layout Designing Based On :
•Column size ,should not be > 6”
•Site (commercial ,residential building) structural condition
•Slab thickness should not be >150mm
•Other structural perspective to ensure building is safe for further
construction /implementation work
• Design proposal furnished as per client requirements

7. Green Field Layout Designing Based On :
• Plot size or area that need to acquired
•Area that need to be acquire must be sufficient enough to design raft
foundation as per edb standards.
LIMITATION
•DG pads cannot be proposed at Raft foundation.

8. ARCHITECTURAL AND STRUCTURAL DRAWINGS
• Detail drawings designed over approved layouts by client
•Detailing of Reinforcement in structural members designing
•Reinforcement shall be grade 60 in accordance with ASTMA615
•Foundation designing
FOUNDATION DETAIL BEAMS DETAIL BAR BENDING SCHEDULE
ROOF TOP SITES DESIGN

9. GREEN FIELD SITES DESIGN
•Raft size design according to bearing capacity ,that would be provided
after soil test .
•All reinforced concrete design is according to ACI318-05
•Structural steel design is according to AISC.
RAFT PLAN
RAFT ELEVATION
BAR BENDING SCHEDULE

10. Detailed drawings also include:
•Electrical and earthling drawings
•Tower section drawings
Tower arrangement
EARTHING PIT DETAIL
POWER DETAIL

11. SOIL REPORT:
For green field sites soil test perform in order to evaluate
• Bearing capacity of soil
•Water ground level
•Soil type
•Accurate site level w.r.t road level
BUILDING EVALUATION REPORT:
•BER merge the information of exiting structure to ensure weather
building columns /beams and foundation feasible to take the additional
load imposed due to telecommunication tower and further construction

12. STRUCTURE STABILITY CERTIFICATE:
•SSC’S issued to ensure that design structure is safe and designed in
accordance with latest standard specification including wind
pressure and earthquake effects.
•SSC’S certified after completely checking the area, where the
further construction required.
•Check additional stresses in columns and pressure on footings due to
dead load.
•Check additional stresses in columns and pressure on footings due to
wind load.
•Calculate the reactions on the columns and footings.