For a W 12 x 65 column, 20 ft long, and pinned at both ends, (ASTM A572 steel, E=29000ksi, Fy=50ksi), Problem from LECTURE examples 1. use hand calculations to determine: ⚫ Calculate the slenderness ratio in both x and y directions ⚫ Check the slenderness criteria or local stability for compression elements and whether the flange and web are compact or non-compact ⚫ Check the value for the boundary between the inelastic and elastic column ⚫ Determine the flexural buckling stress For Calculate the design compressive strength 1. Use the Tables in the AISC to find the value of QFer and then the design compressive strength Use the Column Load Tables in the AISC to find the design compressive

For a W 12 x 65 column, 20 ft long, and pinned at both ends, (ASTM A572 steel, E=29000ksi, Fy=50ksi), Problem from LECTURE examples 1. use hand calculations to determine: ⚫ Calculate the slenderness ratio in both x and y directions ⚫ Check the slenderness criteria or local stability for compression elements and whether the flange and web are compact or non-compact ⚫ Check the value for the boundary between the inelastic and elastic column ⚫ Determine the flexural buckling stress For Calculate the design compressive strength 1. Use the Tables in the AISC to find the value of QFer and then the design compressive strength Use the Column Load Tables in the AISC to find the design compressive

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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