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A WT8×50 (A992) is attached to a 12x3/4 inch plate through its flange with 7/8 inch Ø bolts at a spacing of 3 inches and placed in 2 rows as shown. Determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. -WT8×50

A WT8×50 (A992) is attached to a 12x3/4 inch plate through its flange with 7/8 inch Ø bolts at a spacing of 3 inches and placed in 2 rows as shown. Determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. -WT8×50

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.12.2P
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3. A WT8X50 (A992) is attached to a 12x3/4 inch plate through its flange with 7/8 inch ø bolts at a spacing of 3 inches and placed in 2 rows as shown. Determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. -WT8×50 PL 12x/4'
Transcribed Image Text:3. A WT8X50 (A992) is attached to a 12x3/4 inch plate through its flange with 7/8 inch ø bolts at a spacing of 3 inches and placed in 2 rows as shown. Determine the shear lag factor (consider Case 2 and Case 7) and effective net area of the WT. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. -WT8×50 PL 12x/4'
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