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Situation 2: Four 100mm x 100mm x10mm angles are latticed together to form the 12m column section.. Assuming that it has a Fy=290MPA and has a pin support at the top and bottom. Prop. of 100 mm x 100 mm x 10 mm angular section A = 1900 mm² x = ly = 1.80 x 106 mm x = y = 28.7 mm 4. What is the moment of inertia? 5. What is the allowable load? 6. What is the critical buckling load of the column? 250 mm 250 mm

Situation 2: Four 100mm x 100mm x10mm angles are latticed together to form the 12m column section.. Assuming that it has a Fy=290MPA and has a pin support at the top and bottom. Prop. of 100 mm x 100 mm x 10 mm angular section A = 1900 mm² x = ly = 1.80 x 106 mm x = y = 28.7 mm 4. What is the moment of inertia? 5. What is the allowable load? 6. What is the critical buckling load of the column? 250 mm 250 mm

Structural Analysis
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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Situation 2: Four 100mm x 100mm x10mm angles are latticed together to form the 12m column section.. Assuming that it has a Fy=290MPA and has a pin support at the top and bottom. Prop. of 100 mm x 100 mm x 10 mm angular section x = y = 28.7 mm A = 1900 mm² Ix = ly = 1.80 x 106 mm4 4. What is the moment of inertia? 5. What is the allowable load? 6. What is the critical buckling load of the column? 250 mm 250 mm
Transcribed Image Text:Situation 2: Four 100mm x 100mm x10mm angles are latticed together to form the 12m column section.. Assuming that it has a Fy=290MPA and has a pin support at the top and bottom. Prop. of 100 mm x 100 mm x 10 mm angular section x = y = 28.7 mm A = 1900 mm² Ix = ly = 1.80 x 106 mm4 4. What is the moment of inertia? 5. What is the allowable load? 6. What is the critical buckling load of the column? 250 mm 250 mm
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