Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 6, Problem 44P
To determine
Find the smallest moment of inertia (I) required for the beam if the deflection does not exceed the limit
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Determine the slope and deflection at point B of the beam shown in Fig. 6.15(a) by the conjugate-beam method.
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deflection of the beam shown by the direct integration
method. EI = constant.
FIG. P6.1
Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown in Figs. P6.31 and P6.32
Chapter 6 Solutions
Structural Analysis
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
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- Determine the slopes and deflections at points B and C of the cantilever beam shown in Fig. 6.14(a) by the conjugate beam methodarrow_forwardDetermine the horizontal and vertical components of the deflection at joint B of the truss shown in Fig. 7.7(a) by the virtual work methodarrow_forwardDetermine the vertical deflection at joint C of the truss shown in Fig. 7.8(a) due to a temperature drop of 15 F 8 in members AB and BC and a temperature increase of 60 F 8 in members AF, FG, GH, and EH. Use the virtual work methodarrow_forward
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