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

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 5.12.2P

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Question

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 T=120 kips.
4in c, c
PLX12
W10x45
P.
PL 12

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