A single-angle tension member, an L3 V2 × 3 1/2 × 38, is connected to a gusset plate with 7/8-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. ... L3/½× 3!/2 × ³/8 Section Determine the following: a) Design strength based on gross area (kips). b) Design strength based on net area (kips).

A single-angle tension member, an L3 V2 × 3 1/2 × 38, is connected to a gusset plate with 7/8-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. ... L3/½× 3!/2 × ³/8 Section Determine the following: a) Design strength based on gross area (kips). b) Design strength based on net area (kips).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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