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For the shown 4-point-bending beam, subjected to a load P of 3 kip. Determine the maximum spacing S for the nails needed to hold the flanges to the web. The nail can resist an allowable shear force of 300 lb. 6 in. 1.5 in. 1 in. 12 in. 1.5 in. 6 ft- 6 ft- 6 ft- 6 in.

For the shown 4-point-bending beam, subjected to a load P of 3 kip. Determine the maximum spacing S for the nails needed to hold the flanges to the web. The nail can resist an allowable shear force of 300 lb. 6 in. 1.5 in. 1 in. 12 in. 1.5 in. 6 ft- 6 ft- 6 ft- 6 in.

Structural Analysis
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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For the shown 4-point-bending beam, subjected to a load P of 3 kip. Determine the maximum spacing S for the nails needed to hold the flanges to the web. The nail can resist an allowable shear force of 300 lb. 6 in. P P 1.5 in. 1 in. 12 in. Al 1.5 in. 6 in. 6 ft -6 ft -6 ft
Transcribed Image Text:For the shown 4-point-bending beam, subjected to a load P of 3 kip. Determine the maximum spacing S for the nails needed to hold the flanges to the web. The nail can resist an allowable shear force of 300 lb. 6 in. P P 1.5 in. 1 in. 12 in. Al 1.5 in. 6 in. 6 ft -6 ft -6 ft
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