STRUCTURAL ANALYSIS (LL)
STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Chapter 9, Problem 21P
To determine

Find the absolute maximum bending moment in a 75 ft long simply supported beam.

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Determine the absolute maximum bending moment in an 8 m long simply supported beam due to the axle loads of the moving HL-93 tandem shown in Fig. P9.12.
The simply supported beam in Fig QB1a is made by gluing two pieces of wood of rectangular cross-section as shown in Fig QB1b, i.e. the top board (flange) is glued onto the bottom board of the web. The supports at A and B exert only vertical reactions. 150mm T 30mm A 4m C 30mm 150mm 6.5 kN/m Fig QB1a 4m B y = 0.120m Fig QB1b Calculate the support reaction forces, and hence sketch shear and bending moment diagrams indicating the values at A, B, C. Describe how shear force and bending moment vary along the beam; Compute the moment of inertia of the section about the neutral axis. The position of the neutral axis is y = 0.120m as shown in Figure QB1b; Determine the maximum shear stress in the glue necessary to hold the beam together along the seam where they are joined.
Q2/ The beam shown in the fig. is made from two boards. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. The supports at B and C exert only vertical reactions on the beam. 6.5 KN/m * ISO Mm y 3omm N 150mm B C 30mat 2m 2 m. 4 m %23
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