Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Braced cuts
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Question
From the shown figure below, a double-angle bar shape, 2L3X2X1/2 is used as a tension member. The angle bars are bolted to a W14x90 with 3/4-inch diameter bolts. The wide flange and angle bar are both A50 steel, assume that the wide flange has an adequate capacity to the tensile load, Use s = 3 inches. Note: Use AISC Shape Database for the dimension of the sections. Consider gross net area, effective net area, Fracture/rupture strength and Block shear. 1.) Compute the design strength of the given section 2.) Compute the allowable strength of the given section
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Transcribed Image Text:From the shown figure below, a double-angle bar shape, 2L3X2X1/2 is used as a tension member. The angle bars are bolted to a W14x90 with 3/4-inch diameter bolts. The wide flange and angle bar are both A50 steel, assume that the wide flange has an adequate capacity to the tensile load, Use s = 3 inches. Note: Use AISC Shape Database for the dimension of the sections. Consider gross net area, effective net area, Fracture/rupture strength and Block shear. 1.) Compute the design strength of the given section 2.) Compute the allowable strength of the given section
izin 12 in 12m jan ELEVATION 1.5i W 14 X 90 2L3X2 X 1/2 SECTION
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Transcribed Image Text:izin 12 in 12m jan ELEVATION 1.5i W 14 X 90 2L3X2 X 1/2 SECTION
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