The proposed 4 story reinforced concrete office building including a green roof is to be constructed.
The building is confirm to IBC 2006/2009 and ACI-318-11.
1) Calculate Loads on Floor and Roof one way slabs.
2)Design a typical one way continous slab for the Roof
3)Calculate load on Floor and Roof continous gravity beams at line 4(A-B-C-D)