The tension member shown below is C12 x 20.7 of A36 steel. Will it safely support a service dead load of 160kN and a service live load of 325kN? Use equation 3.1 for U. A. Use LRFD B. Use ASD Note: Use SI units (mm) for the following dimensions; Use CSI Steel for the Steel Properties.

The tension member shown below is C12 x 20.7 of A36 steel. Will it safely support a service dead load of 160kN and a service live load of 325kN? Use equation 3.1 for U. A. Use LRFD B. Use ASD Note: Use SI units (mm) for the following dimensions; Use CSI Steel for the Steel Properties.

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 5.8.3P

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Question

The tension member shown below is C12 x 20.7 of A36 steel. Will it safely
support a service dead load of 160kN and a service live load of 325kN?
Use equation 3.1 for U.
A. Use LRFD
B. Use ASD
Note: Use SI units (mm) for the following dimensions; Use CSI Steel for
the Steel Properties.
12" 22" 22" 22"
ооо
ооо
оооо
7/8-in.-diameter bolts
C12 x 20.7

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Step 1: Introduce the problem statement

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Step 2: Computing gross and net area

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Step 3: Computing net effective area

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Step 4: Compute design strength according to LRFD

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Step 5: Check the adequacy for LRFD

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Step 6: Compute design strength according to ASD

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Step 7: Check the adequacy for ASD

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