A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts.Assume the Ae = 0.75An.Section2L5 x 3 x16 LLBBDetermine the allowable tensile strength for ASD.Select one:а. 52.1b. 104.2c. 87.8d. 43.9

To determine the allowable tensile strength for ASD. Given, Grade of steel: Fy = 36 ksi and Fu =…

A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. :: Section 2L5 × 3 x 16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 с. 87.8 d. 43.9

A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. :: Section 2L5 × 3 x 16 LLBB Determine the allowable tensile strength for ASD. Select one: а. 52.1 b. 104.2 с. 87.8 d. 43.9

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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Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

A double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts.
Assume the Ae = 0.75An.
Section
2L5 x 3 x16 LLBB
Determine the allowable tensile strength for ASD.
Select one:
а. 52.1
b. 104.2
c. 87.8
d. 43.9

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