Dear Engineers,
Do you know what's the reason for those huge reactions , knowing that the building is 4 stories only with residential loads , dead loads are very big ,I don't know why !!!! and the columns at the roof have big reactions ( like 600 ton ) and there's another columns have big reactions at the roof then the reaction decreases until the basement floor
Do you know what's the reason for those huge reactions , knowing that the building is 4 stories only with residential loads , dead loads are very big ,I don't know why !!!! and the columns at the roof have big reactions ( like 600 ton ) and there's another columns have big reactions at the roof then the reaction decreases until the basement floor