A single-angle tension member, an L3 12 x3 12 × 38, is connected to a gusset plate with 78-inch-diameter bolts as shown in the figure. A36 steel is used. Fy = 50 ksi, Fu = 58 ksi, E = 29000 ksi. Ag = 2.50 in^2. Assume that the effective net area is 85% of the computed net area. ... L3/2 x 3/2 × ³/8 Section Determine the following: a) Design strength based on gross area (kips). Blank 1 b) Design strength based on net area (kips). Blank 2

A single-angle tension member, an L3 12 x3 12 × 38, is connected to a gusset plate with 78-inch-diameter bolts as shown in the figure. A36 steel is used. Fy = 50 ksi, Fu = 58 ksi, E = 29000 ksi. Ag = 2.50 in^2. Assume that the effective net area is 85% of the computed net area. ... L3/2 x 3/2 × ³/8 Section Determine the following: a) Design strength based on gross area (kips). Blank 1 b) Design strength based on net area (kips). Blank 2

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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