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SITUATION D. its ends with one line of four 7/8 -in diameter bolts in standard holes 3 in on center in one leg of the angle. Compute the following: Shear lag factor. An L 6 x 6 x 3/8 (Ag=4.38 in?, y = = 1.62 in) is connected at a. 0.60 b. 0.8 C. 0.82 d. 0.7 Effective net area in sq. in. a. 3.28 b. 3.20 С. 2.40 d. 2.80

SITUATION D. its ends with one line of four 7/8 -in diameter bolts in standard holes 3 in on center in one leg of the angle. Compute the following: Shear lag factor. An L 6 x 6 x 3/8 (Ag=4.38 in?, y = = 1.62 in) is connected at a. 0.60 b. 0.8 C. 0.82 d. 0.7 Effective net area in sq. in. a. 3.28 b. 3.20 С. 2.40 d. 2.80

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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SITUATION D. An L 6 x 6 x 3/8 (Ag=4.38 in?, y = i = 1.62 in) is connected at its ends with one line of four 7/8 -in diameter bolts in standard holes 3 in on center in one leg of the angle. Compute the following: Shear lag factor. a. 0.60 b. 0.8 С. 0.82 d. 0.7 Effective net area in sq. in. a. 3.28 b. 3.20 C. 2.40 d. 2.80
Transcribed Image Text:SITUATION D. An L 6 x 6 x 3/8 (Ag=4.38 in?, y = i = 1.62 in) is connected at its ends with one line of four 7/8 -in diameter bolts in standard holes 3 in on center in one leg of the angle. Compute the following: Shear lag factor. a. 0.60 b. 0.8 С. 0.82 d. 0.7 Effective net area in sq. in. a. 3.28 b. 3.20 C. 2.40 d. 2.80
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