The laminated beam, shown in cross section, is composed of ?ve 6- in. by 2-in. planks that are glued together. The beam carries a uniformly distributed load of intensity we over its 8-ft simply supported span. glue, 90 psi for shear in wood, and 800 psi for bending in wood, If the working stresses are 75 psi for shear in 6 in. 1. determine the maximum allowable value of we so that the shear stress in the wood is not exceeded. А. 900 lb/ft В. 555 lb/ft с. 833 lb/ft D. NOTA determine the maximum allowable value of we so that the shear stress in the glue is not exceeded. 900 lb/ft 2. А. В. 555 lb/ft С. 833 lb/ft D. NOTA 3. determine the maximum allowable value of we so that the bending - 5 @ 2 in. = 10 in.

The laminated beam, shown in cross section, is composed of ?ve 6- in. by 2-in. planks that are glued together. The beam carries a uniformly distributed load of intensity we over its 8-ft simply supported span. glue, 90 psi for shear in wood, and 800 psi for bending in wood, If the working stresses are 75 psi for shear in 6 in. 1. determine the maximum allowable value of we so that the shear stress in the wood is not exceeded. А. 900 lb/ft В. 555 lb/ft с. 833 lb/ft D. NOTA determine the maximum allowable value of we so that the shear stress in the glue is not exceeded. 900 lb/ft 2. А. В. 555 lb/ft С. 833 lb/ft D. NOTA 3. determine the maximum allowable value of we so that the bending - 5 @ 2 in. = 10 in.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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