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3. Determine the LRFD design tensile strength and the ASD allowable tensile strength for an A36 (Fy= = 36 ksi and Fu = 58 ksi) L6 x 6 x 3/8 inches that is connected at its ends with one line of four 7/8-in-diameter bolts in standard holes 3 inches on center in one leg of the angle. Note: L6 x 6 x 3/8 (Ag = 4.38 in²; y = x=1.62 in)

3. Determine the LRFD design tensile strength and the ASD allowable tensile strength for an A36 (Fy= = 36 ksi and Fu = 58 ksi) L6 x 6 x 3/8 inches that is connected at its ends with one line of four 7/8-in-diameter bolts in standard holes 3 inches on center in one leg of the angle. Note: L6 x 6 x 3/8 (Ag = 4.38 in²; y = x=1.62 in)

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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3. Determine the LRFD design tensile strength and the ASD allowable tensile strength for an A36 (Fy= 36 ksi and Fu = 58 ksi) L6 x 6 x 3/8 inches that is connected at its ends with one line of four 7/8-in-diameter bolts in standard holes 3 inches on center in one leg of the angle. Note: L6 x 6 x 3/8 (Ag = 4.38 in²; y = x=1.62 in)
Transcribed Image Text:3. Determine the LRFD design tensile strength and the ASD allowable tensile strength for an A36 (Fy= 36 ksi and Fu = 58 ksi) L6 x 6 x 3/8 inches that is connected at its ends with one line of four 7/8-in-diameter bolts in standard holes 3 inches on center in one leg of the angle. Note: L6 x 6 x 3/8 (Ag = 4.38 in²; y = x=1.62 in)
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