gle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The two angles are connected to a gusset plate with 7⁄8-inch-diameter bolts through the 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used. a. Compute the design strength. b. Compute the allowable strength.

gle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The two angles are connected to a gusset plate with 7⁄8-inch-diameter bolts through the 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used. a. Compute the design strength. b. Compute the allowable strength.

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 3.3.7P

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Question

A double-angle shape, 2L7 3 4 3 3⁄8, is used as a tension member. The two
angles are connected to a gusset plate with 7⁄8-inch-diameter bolts through
the 7-inch legs, as shown in Figure P3.4-5. A572 Grade 50 steel is used.
a. Compute the design strength.
b. Compute the allowable strength.

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