A nice presentation. I have seen earlier presentations also. I presume that while defining slab /four noded elements, orientation of element is ignored, may be because the load is defined in Global Y direction. If local axes are used to define element loads, the element orientation plays an important role as a single command for element load cannot be given as shown in staircase examples. For high rise buildings it is necessary to consider seismic as well as wind loads also. For such a high rise building, generally, raft or mat foundation is provided with parking facility in basement floors. It will be interesting to see how the basement and raft is modeled in STAAD Pro. Will you please ?
In the examples of multistorey buildings, water tank at roof level and lift shaft, shear wall modeling has not been shown alongwith soft storey considerations as specified in seismic codes.
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A nice presentation. I have seen earlier presentations also. I presume that while defining slab /four noded elements, orientation of element is ignored, may be because the load is defined in Global Y direction. If local axes are used to define element loads, the element orientation plays an important role as a single command for element load cannot be given as shown in staircase examples. For high rise buildings it is necessary to consider seismic as well as wind loads also. For such a high rise building, generally, raft or mat foundation is provided with parking facility in basement floors. It will be interesting to see how the basement and raft is modeled in STAAD Pro. Will you please ?
Thank you.plz also include wind loads and seismic loads in the design
Ok
Pls consider wind loads
Ya definitely we need to consider wind load and seismic load for this structure but for the example I was taken DL LL FL
sir,
why you are not considering the wind loads ?? seismic loads
its not needed ??
In the examples of multistorey buildings, water tank at roof level and lift shaft, shear wall modeling has not been shown alongwith soft storey considerations as specified in seismic codes.
Hi sir how would you design a two storey parking garage
I can't find slab reinforcement details from this can u explain this reply me?
Sir I Couldn't find the Design beam options
Check it again I think it is missing in SS6
Bro send me ETabs software link bro plzz
Can I get your email I'd , I have some doubts , I ll pay you for that
kumarparumandla@gmail.com