Answered: Governing Ultimate Tensile Capacity…

Engineering

Civil Engineering

Governing Ultimate Tensile Capacity based on Yielding of gross section

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.6.3P

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Question

Situation 1A - See Question Below

Compute the maximum acceptable tensile SERVICE LOAD that may act on a

single tee section that is connected to a gusset plate using welds 12 inches long, as

shown in the figure. The service live load is three times the dead load. Use A992

steel. USE LRFD ONLY, no block shear will occur.

A. Governing Ultimate Tensile Capacity based on Yielding of gross section

Round your answer to 0 decimal places.

WT]2 x 38
Longitudinal
welds
Given: Properties of WT12 × 38: A, = 11.2 in? j = 3.0 in. bf = 8.99in.
Use A992 Steel: F, = 50 ksi Fu
FE, = 65 ksi
LL = 3 DL
%3D
↑

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