izin 12 in 12 jan ELEVATION 1.5 id. W 14 X 90 2L3X2 X 1/2 SECTION

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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
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
Transcribed Image Text:izin 12 in 12m jan ELEVATION 1.5i W 14 X 90 2L3X2 X 1/2 SECTION
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