Dear,
In order to check the building displacement for each floor in Etabs, you have to show the deformed shape for the building for the load case which cause the lateral displacement or find the story drift in the display menu - show table (ex, Seismic in x direction. if you are using the...
hi,
If I got you right, you have an uplift force at the edge and since the arm of force is zero so the moment value will be zero. But if you have the moment load at the edge of the slab caused by the effect of basement wall this will cause uplift situation and the value of moment is equal to...
Dear Colleagues This is to share with you my findings regarding this issue:In order to find the long term deflection according to ACI318-08 considering the Creep and Shrinkage effects the following tips have to be followed using the SAFE v12: 1- Define Load Patterns for Dead Load (DL)...
Dear Colleagues
This is to share with you my findings regarding this issue:
In order to find the long term deflection according to ACI318-08 considering the Creep and Shrinkage effects the following tips have to be followed using the SAFE v12:
1- Define Load Patterns for Dead Load (DL)...
