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In Fig. Q5, member (1) is a steel bar with a cross-sectional area of 1.35 in.² and a yield strength of 50 ksi. Member (2) is a pair of 6061-T6 aluminum bars having a combined cross-sectional area of 3.50 in.² and a yield strength of 40 ksi. A factor of safety of 1.6 for yield is required for both members. Determine the maximum allowable load P that may be applied to the structure. CR (1) (2) B ↓ 65°

In Fig. Q5, member (1) is a steel bar with a cross-sectional area of 1.35 in.² and a yield strength of 50 ksi. Member (2) is a pair of 6061-T6 aluminum bars having a combined cross-sectional area of 3.50 in.² and a yield strength of 40 ksi. A factor of safety of 1.6 for yield is required for both members. Determine the maximum allowable load P that may be applied to the structure. CR (1) (2) B ↓ 65°

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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In Fig. Q5, member (1) is a steel bar with a cross-sectional area of 1.35 in.² and a yield strength of 50 ksi. Member (2) is a pair of 6061-T6 aluminum bars having a combined cross-sectional area of 3.50 in.² and a yield strength of 40 ksi. A factor of safety of 1.6 for yield is required for both members. Determine the maximum allowable load P that may be applied to the structure. GR (1) (2) ↓ 65°
Transcribed Image Text:In Fig. Q5, member (1) is a steel bar with a cross-sectional area of 1.35 in.² and a yield strength of 50 ksi. Member (2) is a pair of 6061-T6 aluminum bars having a combined cross-sectional area of 3.50 in.² and a yield strength of 40 ksi. A factor of safety of 1.6 for yield is required for both members. Determine the maximum allowable load P that may be applied to the structure. GR (1) (2) ↓ 65°
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