
Dre_
@dresfoundation
🏗 Analytix civil group👷
|| civil & structural eng||
material technologist || IStrucE manual //
||Robot Structural Analysis //Midas // Tekla //Autocad//Revit.
ID: 1523936528141070338
10-05-2022 08:03:32
572 Tweet
170 Takipçi
1,1K Takip Edilen










Prairie Builders Group 𝕏 Probably 1. The crossection of the column was too small for the load that it was bearing. 2.Poor concrete mix, desired compressive strength was not achieved. 3.The failure is within L/4 Probably the shear stress were too much, considering the reinforcement for shear is wanting.






