Whether a
Answer to Problem 11.1PFS
Satisfied
Explanation of Solution
Given:
Calculation:
The sectional properties are as follows:
Refer Table 3-2, “W shapes properties” in the AISC steel construction manual.
The ultimate load by LRFD is
The design moment is
Refer Table 1-1, “W shapes properties” in the AISC steel construction manual.
The available tensile strength is
The design strength is
Since,
The nominal moment strength is
Check:
The section is subjected to both the bending and axial tension:
Hence, it’s OK.
The ultimate load by ASD is
The design moment is
The design strength is
Since,
The nominal moment strength is
Check:
The section is subjected to both the bending and axial tension:
Hence, it’s OK.
Conclusion:
Therefore, the tension member
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Chapter 11 Solutions
Structural Steel Design (6th Edition)
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- Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning