6-19. Determine the LRFD design strength and the ASD allowable strength of the sec- tion shown if snug-tight bolts 3 ft on center are used to connect the A36 angles. The two angles, 5 x3 x, are oriented with the long legs back-to-back (2L 5 x 3 x 6.11 Problems for Solution 199 LLBB) and separated by 3/8 inch. The effective length, (KL), =(KL), = 15 ft. (Ans. 101.9 k LRFD; 67.8 k ASD)

6-19. Determine the LRFD design strength and the ASD allowable strength of the sec- tion shown if snug-tight bolts 3 ft on center are used to connect the A36 angles. The two angles, 5 x3 x, are oriented with the long legs back-to-back (2L 5 x 3 x 6.11 Problems for Solution 199 LLBB) and separated by 3/8 inch. The effective length, (KL), =(KL), = 15 ft. (Ans. 101.9 k LRFD; 67.8 k ASD)

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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