A single-angle tension member, an L3 12 x 3 12 x 38, is connected to a gusset plate with 78-inch-diameter bolts as shown in thefigure. 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 thecomputed net area.O OL3/2 x 31/2 x 3/8SectionDetermine the following:a) Design strength based on gross area (kips)b) Design strength based on net area (kips)

Answered: Design strength based on gross area…

Engineering

Civil Engineering

Design strength based on gross area Design strength based on net area (k

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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Question

A single-angle tension member, an L3 12 x 3 12 x 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.
O O
L3/2 x 31/2 x 3/8
Section
Determine the following:
a) Design strength based on gross area (kips)
b) Design strength based on net area (kips)

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