Dear Shravan..you need to tick 'open structure' in the wind loading ...as this is open frame structure
@shivamannanАй бұрын
There will be other superimposed loads due to any mountings and wind load effect on the same. Also we have to consider as open structure and check for shielding effect and solidity ratio. Also check for diagonal wind . We need to control top deflection.
@Arbazhacker4 жыл бұрын
Please sir provide a video of foundation design of Anchor Bolt and its welded and bolted connection wherever necessary I dearly need this sir I watch all ur videos all r amazing and informative
@sundaynyanabo27772 жыл бұрын
Great job. But I was thinking....is this cell tower an "OPEN STRUCTURE"?
@velrajkumarg81194 жыл бұрын
Provide some video for connection design. Like collecting axial force from staad pro and design and detailing
@civilengineeringbyshravan95964 жыл бұрын
Ok sure I will provide it but it will take some time Brother sorry for that
@rajaraghwan29144 жыл бұрын
great brother
@civilengineeringbyshravan95964 жыл бұрын
Thank you 😊
@alwinrojerbinniv23754 ай бұрын
Hi, how about the Design parameters..like Kz, Ky,Lz...etc?
@civilengineeringbyshravan95964 ай бұрын
Which are available at staad out put file
@arbaz284 жыл бұрын
For steel structure you should have Design slab base🧐
@civilengineeringbyshravan95964 жыл бұрын
Yes but for this structure doesn’t need the slab base we are designed foundation already
@arbaz284 жыл бұрын
and when you ll start making videos on RCDC
@saieshwartadepalli94273 жыл бұрын
@@civilengineeringbyshravan9596 I'm getting failed at foundation design. Can you please help me in it
@altamashali753 жыл бұрын
@@saieshwartadepalli9427 same here and i dont know where i make a mistake
@gsgroupstructuralconsultan43034 жыл бұрын
how come wind load is acting in +ve and -ve direction at a time ?