1. Determine the LRFD design tensile strength and the ASD allowable design tensile strength for aw10x45 with two lines of 20mm dia. bolts in each flange using A572 Grade 50 steel and the NSCP 2015Specification. There are assumed to be at least three bolts in each line 100mm on center and the boltsare not staggered with respect to each other. Consider yielding of the gross section and fracture of thenet section. Neglect block shear.

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e LRFD design tensile strength and the ASD allowable design tensile strength t

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

1. Determine the LRFD design tensile strength and the ASD allowable design tensile strength for a
w10x45 with two lines of 20mm dia. bolts in each flange using A572 Grade 50 steel and the NSCP 2015
Specification. There are assumed to be at least three bolts in each line 100mm on center and the bolts
are not staggered with respect to each other. Consider yielding of the gross section and fracture of the
net section. Neglect block shear.

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