Problem 3. A W14x109 section is used as an axially loaded compression member. The effective length, KL, is 26 ft. for both principal axes. Use the following three methods to calculate the column design strength, oPn. Use A992 Steel. A) Using Fer equations b) Using the Fer values from AISC Table 4-14 c) Using column tables 4-1 in Part 4 of the manual

Problem 3. A W14x109 section is used as an axially loaded compression member. The effective length, KL, is 26 ft. for both principal axes. Use the following three methods to calculate the column design strength, oPn. Use A992 Steel. A) Using Fer equations b) Using the Fer values from AISC Table 4-14 c) Using column tables 4-1 in Part 4 of the manual

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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