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Determine the maximum axial compressive service load that can be supported if the live load is twice as large as the dead load. Use AISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8. ... HINT: SERVICE LOAD IS (DL+LL) HSS 6.625X.25 Ag = 5.01 in^2 rx=ry=2.26 in^2

Determine the maximum axial compressive service load that can be supported if the live load is twice as large as the dead load. Use AISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8. ... HINT: SERVICE LOAD IS (DL+LL) HSS 6.625X.25 Ag = 5.01 in^2 rx=ry=2.26 in^2

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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B. Using ASD determine the total service load that the column can carry

 
Round your answer to 3 decimal places.
Determine the maximum axial compressive service load that can be supported if the live load is twice as large as the dead load. Use AISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8. ... HINT: SERVICE LOAD IS (DL+LL) HSS 6.625X.25 Ag = 5.01 in^2 rx=ry=2.26 in^2 - ... HSS 6.625 × 0.250 ASTM A500 Grade B (F, = 42 ksi) 10' A. Using LRFD determine the total service load that the column can carry. Round your answer to 3 decimal places.
Transcribed Image Text:Determine the maximum axial compressive service load that can be supported if the live load is twice as large as the dead load. Use AISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8. ... HINT: SERVICE LOAD IS (DL+LL) HSS 6.625X.25 Ag = 5.01 in^2 rx=ry=2.26 in^2 - ... HSS 6.625 × 0.250 ASTM A500 Grade B (F, = 42 ksi) 10' A. Using LRFD determine the total service load that the column can carry. Round your answer to 3 decimal places.
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