The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear cover is  40 mm. Analyze analytically and not using charts. Disregard buckling/slenderness. a. What is the maximum moment Mu (kNm) that can be applied along the x axis

Structural Analysis
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Chapter2: Loads On Structures
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The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear cover is 
40 mm. Analyze analytically and not using charts. Disregard buckling/slenderness.


a. What is the maximum moment Mu (kNm) that can be applied along the x axis

 

y
8-032
500
$12
-500
Pu = 1000 kN
www
Mu
Transcribed Image Text:y 8-032 500 $12 -500 Pu = 1000 kN www Mu
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