The load that will be applied to the connection shown has a live load - to - dead load ratio of 3.0. Investigate all limit states. All structural steel is A36, and the weld is a 1/4-inch fillet weld with E70 electrodes. Note that the tension member is a double-angle shape, and both of the angles are welded as shown. Use ASD. Determine the following. T 5" -2L5 x 32 x 5/16 LLBB -1=³/8" a) Maximum service load that can be applied without exceeding the allowable capacity on yielding on gorss area of the tension member (double angle). b) Maximum service load that can be applied without exceeding the allowable fracture on net area of the tension member (double angle). c) Maximum service load that can be applied without exceeding the allowable block shear strength. d) Considering the weld metal and base metal strength, calculate the maximum service load that can be applied. e) Maximum service load that can be applied.

The load that will be applied to the connection shown has a live load - to - dead load ratio of 3.0. Investigate all limit states. All structural steel is A36, and the weld is a 1/4-inch fillet weld with E70 electrodes. Note that the tension member is a double-angle shape, and both of the angles are welded as shown. Use ASD. Determine the following. T 5" -2L5 x 32 x 5/16 LLBB -1=³/8" a) Maximum service load that can be applied without exceeding the allowable capacity on yielding on gorss area of the tension member (double angle). b) Maximum service load that can be applied without exceeding the allowable fracture on net area of the tension member (double angle). c) Maximum service load that can be applied without exceeding the allowable block shear strength. d) Considering the weld metal and base metal strength, calculate the maximum service load that can be applied. e) Maximum service load that can be applied.

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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