Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 15, Problem 11P
To determine
Find the reaction and plot the shear and bending moment diagram.
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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
L14
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
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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- 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.arrow_forwardA weight W is suspended from the midspan of a simply supported beam as shown in Fig. P17.4. If the wire by which the weight is suspended suddenly snaps, describe the subsequent vibration of the beam. Spccialize the general result to obtain the deflection at midspan. Neglect damping. 17.4 m, El Wire W Figure P17.4arrow_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_forward
- Determine the member end moments and reactions for the frame shown in Fig. 15.17(a) by the slope-deflection methodarrow_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_forwardEngineering mechanics Please solve it fastarrow_forward
- For 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_forward2 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.arrow_forwarddetermine the member end moments and reactions for the frames shown in this figure by using slope-deflection method.arrow_forward
- Q2/ The simple supported beam ABC in Fig2. Carries a distributed load of maximum intensity wo over its span of length L. Determine the maximum deflection of the beam. (Use double integration method) Fig.1 Fig.2 B Wi 42 27arrow_forwardDetermine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection methodarrow_forwardThe frame shown in Fig. 10.7(a) is to be analyzed to determine its member end forces and deflections due to a general system of loads. Can the frame be considered to be symmetric?arrow_forward
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