STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 16, Problem 12P
To determine
Find the reaction and plot the shear and bending moment diagram.
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2 Find the position of the shear centre of the thin-walled beam section shown in Fig. P.10.12.
Ans. 1.2r on the axis of symmetry to the left of the section.
4.75 The structure consists of two identical bars joined by a pin at B. Neglecting
the weights of the bars, find the magnitude of the pin reaction at C.
200 mm
200 mm
25
45°
B
80 kg 45°
Fig. P4.75
17.1 through 17.5 Determine the reactions and draw the
shear and bending moment diagrams for the beams shown
in Figs. P17.1-P17.5 by using the moment-distribution
method.
90 kN
50 kN
A
E
B
D
4 m
+ 2 m--3 m.
3 m
El = constant
FIG. P17.1
Chapter 16 Solutions
STRUCTURAL ANALYSIS (LL)
Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10P
Ch. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31P
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- Determine the reactions and draw the shear and bending moment diagrams for the beams shown in 14.11 Solve Problem 14.4 by the method of least work. See Fig. P14.4. 15 kN/m A -7 m- -7 m- El = constant FIG. P14.4, P14.11arrow_forwardDetermine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection methodarrow_forward17.1 through 17.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.1-P17.5 by using the moment-distribution method. 100 kN 100 kN B E C D -6 m6m+ -9 m -6 m- 21 E= constant FIG. P17.3arrow_forward
- 16.1 through 16.5 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the slope-deflection method. 50 kN/m LB 5 m 3 m E = 200 GPa I = 1000 (10°) mm* FIG. P16.5arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beam shown in fig 16.5 by usng the slope deflection method,arrow_forwardSolve Problem 15.2 for the loading shown in Fig. P15.2 and a settlement of 12 in. at support B. FIG. P15.2, P15.6arrow_forward
- 17.8 through 17.14 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P17.8-P17.14 by using the moment-distribution method. 20 kN/m 60 kN A E B D +4m+-4 m- 8m 8 m- El = constant E = 70 GPa 1= 800 (106) mm4 FIG. P17.9, P17.15arrow_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.arrow_forward13.9 through 13.12 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.9-Pi3.12 using the method of consistent de- formations. Select the reaction at the interior support to be the redundant. 250 kN 250 kN B D 4 m -4 m 4 m -4 m E = 200 GPa I 600(109) mm FIG. P13.9, P13.30, P13.50arrow_forward
- Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.arrow_forwardThe simply supported beam shown in Fig. P.13.10 has its outer regions reinforced so that their flexural rigidity may be regarded as infinite compared with the central region. Determine the central deflection. Ans. 7 WL³1384EI (downwards). |W Rigid Rigid El FIGURE P.13.10 L14 L14 L14 L14arrow_forwardEngineering mechanics Please solve it fastarrow_forward
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