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Zagazig University – Faculty of Engineering                                                          Structural Analysis II
                                                                                              Exercise No. 3 (Deflections)
         Dept. of Structural Engineering
                                                                                               Conjugate Beam Method

For the shown beams, determine the Slope angle and deflection values points as mentioned using the Conjugate
Beam Method
3.1.
  Vertical deflection at d , e , f
                                                           3t                         2 t/m
                                     d       A                       B
  Rotation at A , B , fr and
                                                            e                     f                     C
     relative rotation at e .
  Draw elastic curve.                  2.00       4.00         3.00       3.00            6.00

3.2.
  Vertical deflection at c, d .               10t                                                                                   10t
                                                             A                                d                        B
  Rotation at c , d .                         c                                                                                       e
  Draw elastic curve                                                                         2I
                                                     2.00               2.00                  2.00          2.00              2.00

3.3.
  Vertical deflection at f, d, e
  Rotation at A and relative rotation at d
  Draw elastic curve
           6t                        3 t/m                                                           3t/m
                       A                                                B          d                               e           C
           f
                2.00                   8.00                                 2.00                   4.00                2.00

3.4.
  Vertical deflection at f, h, i, j
  Rotation at A , C and relative rotation at i
  Draw elastic curve .
 12t.m                                                                                                                               12t.m
                           1.5 t/m                                                                   1.5 t/m
            A                                  B                            C                                                 D            j
  e                            f        g                   h                             i
      30
      .0                      8.00          2.00        60
                                                        .0                         2.00                   8.00                     3.00

3.5.                                                                            8t
  Vertical deflection at c , d , e
                                                                                                                              16t.m
                                                                 2.00




  Rotation at B, d, E and relative
                                                                                                  2 t/m
     rotation at C                            A
  Draw elastic curve .                                                 C                     d                    B                  e
                                                      3.00                          3.00                   3.00               2.00
3.6.
  Vertical deflection at f , e , m .
  Rotation at B , D , m and relative rotation at e .
  Draw elastic curve.




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Civil02 sheet-03[2012]

  • 1. Zagazig University – Faculty of Engineering Structural Analysis II Exercise No. 3 (Deflections) Dept. of Structural Engineering Conjugate Beam Method For the shown beams, determine the Slope angle and deflection values points as mentioned using the Conjugate Beam Method 3.1.  Vertical deflection at d , e , f 3t 2 t/m d A B  Rotation at A , B , fr and e f C relative rotation at e .  Draw elastic curve. 2.00 4.00 3.00 3.00 6.00 3.2.  Vertical deflection at c, d . 10t 10t A d B  Rotation at c , d . c e  Draw elastic curve 2I 2.00 2.00 2.00 2.00 2.00 3.3.  Vertical deflection at f, d, e  Rotation at A and relative rotation at d  Draw elastic curve 6t 3 t/m 3t/m A B d e C f 2.00 8.00 2.00 4.00 2.00 3.4.  Vertical deflection at f, h, i, j  Rotation at A , C and relative rotation at i  Draw elastic curve . 12t.m 12t.m 1.5 t/m 1.5 t/m A B C D j e f g h i 30 .0 8.00 2.00 60 .0 2.00 8.00 3.00 3.5. 8t  Vertical deflection at c , d , e 16t.m 2.00  Rotation at B, d, E and relative 2 t/m rotation at C A  Draw elastic curve . C d B e 3.00 3.00 3.00 2.00 3.6.  Vertical deflection at f , e , m .  Rotation at B , D , m and relative rotation at e .  Draw elastic curve. Page : 1 / 1