7-41. The double-web girder is constructed from twoplywood sheets that are secured to wood members at its topand bottom. The allowable bending stress for the wood isallow 8 ksi and the allowable shear stress is Tallow = 3ksi.If the fasteners are spaced s = 6 in. and each fastener cansupport 600 lb in single shear, determine the maximum loadP that can be applied to the beam.2 in.2 in.10 in.-|-6 in.--05 in.0.5 in.2 in.2 in.A-st4 ft-4ft-B

7-41. The double-web girder is constructed from two plywood sheets that are secured to wood members at its top and bottom. The allowable bending stress for the wood is Jallow = 8 ksi and the allowable shear stress is allow = 3 ksi. If the fasteners are spaced s = 6 in. and each fastener can support 600 lb in single shear, determine the maximum load P that can be applied to the beam. ---6in. 2 in. 2 in. 10 in. 2 in. 2 in. B

7-41. The double-web girder is constructed from two plywood sheets that are secured to wood members at its top and bottom. The allowable bending stress for the wood is Jallow = 8 ksi and the allowable shear stress is allow = 3 ksi. If the fasteners are spaced s = 6 in. and each fastener can support 600 lb in single shear, determine the maximum load P that can be applied to the beam. ---6in. 2 in. 2 in. 10 in. 2 in. 2 in. B

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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