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
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Chapter2: Loads On Structures
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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
allow 8 ksi and the allowable shear stress is Tallow = 3ksi.
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.
2 in.
2 in.
10 in.
-|-6 in.--
05 in.
0.5 in.
2 in.
2 in.
A
-st
4 ft
-4ft-
B
Transcribed Image Text: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 allow 8 ksi and the allowable shear stress is Tallow = 3ksi. 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. 2 in. 2 in. 10 in. -|-6 in.-- 05 in. 0.5 in. 2 in. 2 in. A -st 4 ft -4ft- B
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