Civil Engineering MCQCivil Engineering (Shared)
Design axial load capacity of a short tied column under minimum eccentricity may be taken as:
Concrete Technology & RCCAxial capacityMEDIUM
Choose the correct answer
A
0.4 fck Ac + 0.67 fy Asc
B
0.36 fck b xu
C
0.87 fy Ast only
D
fck Ag only
Correct Answer
A. 0.4 fck Ac + 0.67 fy Asc
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IS 456 gives the design axial strength formula for short axially loaded tied columns. Reference: Clause 39.3 | Page: verify from your official BIS copy/PDF pagination
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