Computer · Design of Reinforced Concrete Structures
As per IS 456:2000, short axially loaded RC column members are designed using which of the following equations? (Where P u = factored axial load, f ck = characteristic compressive strength of concrete, f y = characteristic strength of compression reinforcement, A c = area of concrete, and A sc = area of longitudinal reinforcement)
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1P u = 0.4 f ck A c + 0.67 f y A sc✓
- 2P u = 0.25 f ck A c + 0.87 f y A sc
- 3P u = 0.4 f ck A c - 0.67 f y A sc
- 4P u = 0.25 f ck A c - 0.87 f y A sc
Correct answer
P u = 0.4 f ck A c + 0.67 f y A sc
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