The tension member shown in Fig.3 is a PL 1/2 x 8 of A36 steel. The member is connected to a gusset plate with 1 1/8 inch- diameter bolts. It is subjected to the dead and live loads shown. Docs this member have enough strength? Assume that A, A₁- 0 0 0 0 Fig.3 D=95k L=9k PL 1/2x8

The tension member shown in Fig.3 is a PL 1/2 x 8 of A36 steel. The member is connected to a gusset plate with 1 1/8 inch- diameter bolts. It is subjected to the dead and live loads shown. Docs this member have enough strength? Assume that A, A₁- 0 0 0 0 Fig.3 D=95k L=9k PL 1/2x8

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 3.2.2P

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Question

The tension member shown in Fig.3 is a PL
1/2 x 8 of A36 steel. The member is
connected to a gusset plate with 1 1/8 inch-
diameter bolts. It is subjected to the dead and
live loads shown. Docs this member have
enough strength? Assume that A, - An-
Fig.3
O
D=95k
L=9k
PL ½/2x8

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