A single L8x6x1/2 (A36 steel) is used as a tension brace in a multi-story building. The 8 inch leg of the angle is attached to a gusset plate with two lines of four ¾ inch Ø bolts at a spacing of 3 inches. Determine the shear lag factor (consider Case 2 & 8) and the effective net area. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. (PLEASE SOLVE THIS ONE WITH THE BOLD TEXT)
A single L8x6x1/2 (A36 steel) is used as a tension brace in a multi-story building. The 8 inch leg of the angle is attached to a gusset plate with two lines of four ¾ inch Ø bolts at a spacing of 3 inches. Determine the shear lag factor (consider Case 2 & 8) and the effective net area. Considering yielding and net section rupture, determine the design strength by LRFD and the allowable strength by ASD. (PLEASE SOLVE THIS ONE WITH THE BOLD TEXT)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.9.3P: A tie-down on the deck of a sailboat consists of a bent bar boiled at both ends, as shown in the...
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A single L8x6x1/2 (A36 steel) is used as a tension brace in a multi-story building. The 8 inch leg of
the angle is attached to a gusset plate with two lines of four ¾ inch Ø bolts at a spacing of 3
inches. Determine the shear lag factor (consider Case 2 & 8) and the effective net area.
Considering yielding and net section rupture, determine the design strength by LRFD and the
allowable strength by ASD. (PLEASE SOLVE THIS ONE WITH THE BOLD TEXT)
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