STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Textbook Question
Chapter 15, Problem 21P
Solve Problem 15 .17 for the loading shown in Fig. P15.17 and a settlement of 50 mm at support D.
FIG. P15.17, P15.21
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Solve Problem 15.18 for the loading shown in
Fig. P15.18 and a settlement of 6 mm at
Support A
18 kN/m
B
D
100 kN m
5 m
El = constant
E = 200 GPa
1= 1,360 (10) mm
A
5 m
5 m
FIG. P15.18, P15.22
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.
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
L14
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 15.2 for the loading shown in Fig. P15.2 and a settlement of 12 in. at support B. FIG. P15.2, P15.6arrow_forward16.28 Determine the member end moments and reactions for the frames shown in Figs. P16.28 by using the slope-deflection method.arrow_forwardDetermine Ix and Iy for the region shown. Note that the region is symmetric about the x-axis.arrow_forward
- The beam is built in at both ends and loaded by a distributed load which has the constant intensity w at the first two thirds of the beam length and linearly decreases from w to zero over the remaining part of the beam length (Fig. 1). Find the equation for the w value at the onset of the plastic collapse in terms of the beam cross-sectio fully plastic moment, Mp, and I. W 2/ Fig. 1arrow_forwardDetermine the member end moments and reactions for the frames shown in Fig by using the slope-deflection method for the loading shown and a settlement of 7mm at support A.arrow_forwardSolve Problem 15.4 for the loading shown in Fig. P15.4 and the support settlements of 1 in. at B and 14 in. at C. FIG. P15.4, P15.7arrow_forward
- Q: Find the horizontal deflection of point B for the structure shown in Fig (1). Figure (1)arrow_forwardDetermine the member end moments and reactions for the frames shown in Figs. P16.19 by using the slope-deflection method.arrow_forward16.1 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_forward
- 16.23 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_forwardCondition of Equilibrium from Momentsarrow_forward30 kg Fig. P12.11 and P12.12arrow_forward
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