1200 kN, M=D1800 kN.m and f =28 MPa. Check the adequacy of the section. 500 mm 60mm gure1 80 29 mm prol ACI 300 mm

Structural Analysis
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Q3: Q3/ A 300x500 mm column as shown in the figure below. If P=
1200 kN, Mu=1800 kN.m and f =28 MPa. Check the adequacy of the
section.
500 mm
60mm
Figure1
8Ф 29 mm
ACI
300 mm
Transcribed Image Text:Q3: Q3/ A 300x500 mm column as shown in the figure below. If P= 1200 kN, Mu=1800 kN.m and f =28 MPa. Check the adequacy of the section. 500 mm 60mm Figure1 8Ф 29 mm ACI 300 mm
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