Using LRFD determine the total service load that the column can carry and Using ASD determine the total service load that the column can carry Determine the maximum axial compressive service load that can be supported if the live Ioad is twice as large as the dead load. UseAISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8.HINT: SERVICE LOAD IS (DL+LL)HSS 6.625X.25Ag = 5.01 in^2rx=ry=2.26 in^210'HSS 6.625 × 0.250ASTM A500 Grade B (F, = 42 ksi)

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ISC 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 10' HSS 6.625 × 0.250 ASTM A500 Grade B (F, = 42 ksi)

ISC 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 10' HSS 6.625 × 0.250 ASTM A500 Grade B (F, = 42 ksi)

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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Question

Using LRFD determine the total service load that the column can carry and Using ASD determine the total service load that the column can carry

Determine the maximum axial compressive service load that can be supported if the live Ioad 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
10'
HSS 6.625 × 0.250
ASTM A500 Grade B (F, = 42 ksi)

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