37. Determine the available strength of a WT7×15, A992 steel, with the flanges welded to a 1/2 in. gusset plate with unequal length longitudinal welds, a 5 in. weld and a 11 in. weld. Considering yielding and net section rupture, determine the (a) design strength by LRFD and (b) allowable strength by ASD.

37. Determine the available strength of a WT7×15, A992 steel, with the flanges welded to a 1/2 in. gusset plate with unequal length longitudinal welds, a 5 in. weld and a 11 in. weld. Considering yielding and net section rupture, determine the (a) design strength by LRFD and (b) allowable strength by 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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Question

37. Determine the available strength of a WT7×15, A992
steel, with the flanges welded to a 1/2 in. gusset plate with
unequal length longitudinal welds, a 5 in. weld and a 11
in. weld. Considering yielding and net section rupture,
determine the (a) design strength by LRFD and (b)
allowable strength by ASD.

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