Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter D, Problem 9P
To determine

Calculate the reactions for the given beam.

Sketch the shear and bending moment diagrams for the given beam.

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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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