A WT6 × 17.5 is welded to a plate as shown in Figure P3.3-8. F, = 50 ksi and F = 70 ksi. Determine whether the member can resist the 'following service loads: D = 75 kips, L, = 40 kips, S = 50 kips, and W = 70 kips. a. Use LRFD. b. Use ASD. ,Weld Weld 10"

A WT6 × 17.5 is welded to a plate as shown in Figure P3.3-8. F, = 50 ksi and F = 70 ksi. Determine whether the member can resist the 'following service loads: D = 75 kips, L, = 40 kips, S = 50 kips, and W = 70 kips. a. Use LRFD. b. Use ASD. ,Weld Weld 10"

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.8P

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b. only

A WT6 x 17.5 is welded to a plate as shown in Figure P3.3-8. F, = 50 ksi
and F = 70 ksi. Determine whether the member can resist the following
service loads: D = 75 kips, L, = 40 kips, S = 50 kips, and W = 70 kips.
a. Use LRFD.
b. Use ASD.
Weld
Weld
10"

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