Q2) A double-angle shape, 2L6 x 6 x /8, is connected to a 5/s-inch gusset plate as shown in Figure. Determine the maximum total load thatcan be applied. The bolts are -inch diameter, A325 bolts, slip critical connection. A572 Grade 50 steel is used for the angle, and A36 steelis used for the gusset plate. Use LRFD.2" 3" 3"3"2"t = $/s"O Ofoo

Thickness(t)=6 mm, Steel type=A36, Diameter of bolts(d)=3/4 inches.

Q2) A double-angle shape, 2L6 x 6 x %8, is connected to a %-inch gusset plate as shown in Figure. Determine the maximum total load that can be applied. The bolts are 4-inch diameter, A325 bolts, slip critical connection. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Use LRFD. 2"| 3" 3" 3" t = $/s" -0ㅇ

Q2) A double-angle shape, 2L6 x 6 x %8, is connected to a %-inch gusset plate as shown in Figure. Determine the maximum total load that can be applied. The bolts are 4-inch diameter, A325 bolts, slip critical connection. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Use LRFD. 2"| 3" 3" 3" t = $/s" -0ㅇ

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.1P

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