10 concrete column capacity

TASK

This example calculates capacity of a slender concrete column.

• profile 250 x 600 mm

• B35, 35mm concrete cover

• buckling length 2800 mm

• longitudinal reinforcement 10ø20 (3 + 2 + 2 + 3)

• stirrup ø12

• Gk = 1000 kN, Qk = 200 kN

• load combination Pd = 1,35 * Gk + 1,50 * Qk

Results

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Revision history

2022-12-09

• first time publication