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A tension member in a roof truss is composed of two ASTM A36 structural steel angles that together have a net cross-sectional area of 5.66 in. Compute the allowable total load if the allowable tensile stress is 25,000 psi. O a. 189.64 kips Ob. 141.50 kips O. 137.16 kips Od. 220.25 kips

A tension member in a roof truss is composed of two ASTM A36 structural steel angles that together have a net cross-sectional area of 5.66 in. Compute the allowable total load if the allowable tensile stress is 25,000 psi. O a. 189.64 kips Ob. 141.50 kips O. 137.16 kips Od. 220.25 kips

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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A tension member in a roof truss is composed of two ASTM A36 structural steel angles that together have a net cross-sectional area of 5.66 in?. Compute the allowable total load if the allowable tensile stress is 25,000 psi. O a. 189.64 kips O b. 141.50 kips O. 137.16 kips O d. 220.25 kips
Transcribed Image Text:A tension member in a roof truss is composed of two ASTM A36 structural steel angles that together have a net cross-sectional area of 5.66 in?. Compute the allowable total load if the allowable tensile stress is 25,000 psi. O a. 189.64 kips O b. 141.50 kips O. 137.16 kips O d. 220.25 kips
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