A PL ½ x 8 tension member is connected with six 1-inch diameter bolts as shown in the figure below. The steel is ASTM A36. Shear lag factor, u = 1.0. 1. What is the allowable tensile strength (ASD) for yielding? 2. What is the diameter of the hole? 3. What is the ΦPn based on rupture?
A PL ½ x 8 tension member is connected with six 1-inch diameter bolts as shown in the figure below. The steel is ASTM A36. Shear lag factor, u = 1.0. 1. What is the allowable tensile strength (ASD) for yielding? 2. What is the diameter of the hole? 3. What is the ΦPn based on rupture?
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 5.6.3P
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A PL ½ x 8 tension member is connected with six 1-inch diameter bolts as shown in the figure below. The steel is ASTM A36. Shear lag factor, u = 1.0.
1. What is the allowable tensile strength (ASD) for yielding?
2. What is the diameter of the hole?
3. What is the ΦPn based on rupture?
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