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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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"
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7/8-in.-diameter bolts
C12 x 20.7
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Step 1: Introduce the problem statement
VIEWStep 2: Computing gross and net area
VIEWStep 3: Computing net effective area
VIEWStep 4: Compute design strength according to LRFD
VIEWStep 5: Check the adequacy for LRFD
VIEWStep 6: Compute design strength according to ASD
VIEWStep 7: Check the adequacy for ASD
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