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Q17 An L4x4x7/16 tension member is connected with %"Ø bolts, as shown in the figure below. Both legs of the angle are connected. If A36 steel is used, what is the LRFD design strength? Neglect block shear, bolt shear, and bearing/tearout.

Q17 An L4x4x7/16 tension member is connected with %"Ø bolts, as shown in the figure below. Both legs of the angle are connected. If A36 steel is used, what is the LRFD design strength? Neglect block shear, bolt shear, and bearing/tearout.

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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Q17 An L4x4x7/16 tension member is connected with %"Ø bolts, as shown in the figure below. Both legs of the angle are connected. If A36 steel is used, what is the LRFD design strength? Neglect block shear, bolt shear, and bearing/tearout. 6 spaces @ 2" 22" 2/2" 22" LA X 4 x /16 a) 108 kips c) 107 kips b) 90 kips d) 98 kips
Transcribed Image Text:Q17 An L4x4x7/16 tension member is connected with %"Ø bolts, as shown in the figure below. Both legs of the angle are connected. If A36 steel is used, what is the LRFD design strength? Neglect block shear, bolt shear, and bearing/tearout. 6 spaces @ 2" 22" 2/2" 22" LA X 4 x /16 a) 108 kips c) 107 kips b) 90 kips d) 98 kips
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