Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 15, Problem 9P
To determine
Find the reaction and plot the shear and bending moment diagram.
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determine the member end moments and reactions for the frames shown in the figure using slope deflection method and solve settlement of 7mm at support A.
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. P16.5
Determine the reactions and draw the shear and bending moment diagrams for the beam shown in fig 16.5 by usng the slope deflection method,
Chapter 15 Solutions
Structural Analysis, Si Edition (mindtap Course List)
Ch. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Solve Problem 15.2 for the loading shown in Fig....Ch. 15 - Solve Problem 15.4 for the loading shown in Fig....Ch. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10P
Ch. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Solve Problem 15 .17 for the loading shown in Fig....Ch. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31P
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- The 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_forwardDetermine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection methodarrow_forwardFor the beam shown in Fig. 1, determine the reactions at all supports by using the slope- deflection method. El is constant. 12 kips 2.5 kips/ft Bada A 6 ft 9 ft Fig. 1 9 ft Darrow_forward
- Determine the member end moments and reactions for the frame shown in Fig. 15.17(a) by the slope-deflection methodarrow_forwardSolve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D. FIG. P15.17, P15.21arrow_forwarddetermine the member end moments and reactions for the frames shown in this figure by using slope-deflection method.arrow_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_forwardDetermine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. by using the moment-distribution method.arrow_forward16.23 Determine the member end moments and reactions for the frame in Fig. P16.23 for the loading shown and the support settlements of 17mm at A and 25mm at D. Use the slope-deflection method. 50 kN/m 50 kN TB 2 m E C 200 kN 2 m A 6 m 6 m 2 m El = constant E = 70 GPa / = 1200 x 10 mm * FIG. P16.23arrow_forward
- USE SLOPE DEFLECTIONS METHOD Determine the reactions and draw the shear and bending moment diagrams for the beams shown. 15.7 Solve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and ; 1/4 in. at C.arrow_forwardDetermine the reactions and draw the shear and bending moment diagram for beams shown in figure 16.11 by using 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
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