Sir pasample nman po ng structural design (thickness nd rebars) para sa suspended conventional slab for an elevated garage, carrying live load of typical cars...sana po mapagbigyan,thanks po.😊
@@MANTRIXESTIMATEPROGRAM that's an interesting question. In modeling stage, your structure shall be created without the beam so that lateral loads will be resisted by columns. However in low rise structures, liveload and dead loads usually govern over seismic. Thanks
Very nice sir. Additional knowledge from you. Thank you
Sir pasample nman po ng structural design (thickness nd rebars) para sa suspended conventional slab for an elevated garage, carrying live load of typical cars...sana po mapagbigyan,thanks po.😊
In terms of seismic resistance, okay lang ba sya?
@@MANTRIXESTIMATEPROGRAM that's an interesting question.
In modeling stage, your structure shall be created without the beam so that lateral loads will be resisted by columns.
However in low rise structures, liveload and dead loads usually govern over seismic. Thanks
@@jsdesign_engineeringtv3633 does it mean this flat slab design is feasible for 2 storey residential house?
Gudpm po..san sir galing mga formula na ginamit nyo?
@@renzotv1221 Those are standard bending design formula for reinforced concrete. Check ACI 318.
Thanks
ACI most likely
@@renzotv1221 Its a combination of ACI 318-19 and work experience. Thanks for watching and comment
Delikado na