Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 16, Problem 7P
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
2 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.
6 Beam Deflections 280 696. In Fig. P-696, determine the value of P for which the Ans. P = 400 N deflection under P will be zero. P 800 N/m 3 m 1.5 m R₁ R2 Figure P-696. 697. Two identical cantilever beams in contact at their ends support a distributed load over one of them as shown in Fig. P-69% Determine the restraining moment at each wall. - 3wL2/16; Mg = = 5wL²/16 Ans. MA w N/m B L L Figure P-697. 698. The beam in Fig. P-698 is supported at the left end by spring which has a spring constant of 60 kN/m. For the beam, E-M x 10 N/m² and I = 60 x 10 mm. Compute the deflection of the Ans. 8 = 13.6m spring. 4 m 800 N/m ( t T ir b
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    Structural Analysis
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Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,