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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.12.3P

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