For the box beam shown in Fig. if the modulus of elasticity E 200 GPa, the flexural stresses at support for point (a) is . MPa 120mm 16.2KN 16.2KN 10.2kN/m 1m 3m im thickness of walls = 30 mm cross section 60mm 120mm

For the box beam shown in Fig. if the modulus of elasticity E 200 GPa, the flexural stresses at support for point (a) is . MPa 120mm 16.2KN 16.2KN 10.2kN/m 1m 3m im thickness of walls = 30 mm cross section 60mm 120mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.8.7P: A weight W = 4500 lb falls from a height h onto a vertical wood pole having length L = 15 ft,...

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A simply supported beam is subjected to a in early varying distributed load q(x)=xL with maximum intensity q0at B. The beam has a length L = 4 m and rectangular cross section with a width of 200 mm and height of 300 mm. Determine the maximum permissible value for the maximum intensity, q0, if the allowable normal stresses in tension and compression are 120 M Pa.
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