A W10x45 with two lines of (3/4)in diameters bolts in each flange using A572 grade 50 steel is used as a tension member, as shown in figure. 1. Determine the LRFD design tensile strength for the section. 2. Check the section if subjected to Tp=40 kips and TL=120 kips. 4in c, c PL12 W10x45 P. PL 12

A W10x45 with two lines of (3/4)in diameters bolts in each flange using A572 grade 50 steel is used as a tension member, as shown in figure. 1. Determine the LRFD design tensile strength for the section. 2. Check the section if subjected to Tp=40 kips and TL=120 kips. 4in c, c PL12 W10x45 P. PL 12

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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