Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows of three 1-in-diameter A325N bolts in each flange. Assuming (Fy = 50 ksi, Fu = 65 ksi) ASTM A572 steel and considering the strength of the W12 X 53 only. 1. Determine the design tensile strength of the W12 X 53. 2. Determine the service dead load that can be supported if there is no live load. If a service dead load PD 100 kips is applied, what is the maximum service live load, P₁, that can be supported? 3. = Section b (a) Side View O O 5/2" O (b) End View of Bolts

Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows of three 1-in-diameter A325N bolts in each flange. Assuming (Fy = 50 ksi, Fu = 65 ksi) ASTM A572 steel and considering the strength of the W12 X 53 only. 1. Determine the design tensile strength of the W12 X 53. 2. Determine the service dead load that can be supported if there is no live load. If a service dead load PD 100 kips is applied, what is the maximum service live load, P₁, that can be supported? 3. = Section b (a) Side View O O 5/2" O (b) End View of Bolts

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

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Problem 1: Hanger in Tension with Block Shear
The W12 X 53 tension member shown below has two rows of three 1-in-diameter A325N bolts
in each flange. Assuming (Fy = 50 ksi, Fu 65 ksi) ASTM A572 steel and considering the
=
strength of the W12 X 53 only.
1. Determine the design tensile strength of the W12 X 53.
2. Determine the service dead load that can be supported if there is no live load.
3. If a service dead load PD 100 kips is applied, what is the maximum service live
load, P₁, that can be supported?
=
OD
Section b
(a) Side View
3
-0
O O
5/2"
(b) End View of Bolts

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