STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 15, Problem 16P
To determine
Find the reactions and plot the shear and bending moment diagram.
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Determine the member end moments and reactions for the continuous beam shown in Fig. 15.8(a) by the slope deflection method.
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 for the nonprismatic beam shown in Fig. 16.16(a) by using the moment-distribution method
Chapter 15 Solutions
STRUCTURAL ANALYSIS (LL)
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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- Solve 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_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_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
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