llowing cases:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Question 1: (Use NSCP 505.3 provisions and ASEP Steel Handbook for effective length factors)
Use AISC Equation E3-2 or E3-3 and determine the nominal axial compressive
strength for the following cases:
a. L= 15 ft
b. L=20 ft
W10 × 33
A992 steel
FIGURE P4.3-1
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