J
Hello!

I'm curious about how to calculate the point loads that marked columns impose on the basement wall. Can anyone help me with this? The columns are on a horizontal 45x220 base plate. Snow zone 2. Metal roof. The basement wall consists of 30 cm lecablock.

Cross-section of a house structure showing marked pillars on a support beam. Includes labeled dimensions and features like LECA blocks and steel roof. Cross-section of a house blueprint highlighting columns and load calculations with 45x220 beams, snow zone 2, metal roof, and 30 cm hollow block foundation.
 

Best answer

If I have interpreted the drawing correctly (and calculated correctly) I get roughly 30 kN per pillar.
 
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