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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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.

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