Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 16, Problem 6P
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
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 Ix and Iy for the region shown. Note that the region is symmetric about the x-axis.
Chapter 16 Solutions
Structural Analysis
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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- Mcqarrow_forwardThe uniform beam AB shown in Fig. Q2 below is on equilibrium state with a fixed support at A. The beam's weight is 200 lb. Determine the reactions at A. 80 lb/ft Fixed 12 ft B Fig. Q2arrow_forwarddetermine 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_forward
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- 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. P4.75arrow_forwardPROBLEMS Section 13.1 13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be 300 kN 50 kN/m the redundant. 60 kN 100 kN 6 m 3 m A El = constantarrow_forwardHOW TO SOLVE THIS QUESTION STEP BY STEParrow_forward
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