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How about the part two.? Weldone sir.
Coming soon sir
@@Joshua_d_designer cant seem to find part 2 , is it still not out
You didn't apply factor of safety to the parapet load (1.4 X 9.8KN/m)?
Can you do the deflection too
Where is on part 2 I am asking some questions about manual design like load distributions where i am contacting you?sir please How can the cantilever slab distribute the loads into the beam?
You didn't add finishes load to your Dead load, is it not necessary?
Its part of the additional loads
Alright thanks
Can you pls send the Reynolds material in your WhatsApp design group sir?
How about the part two.? Weldone sir.
Coming soon sir
@@Joshua_d_designer cant seem to find part 2 , is it still not out
You didn't apply factor of safety to the parapet load (1.4 X 9.8KN/m)?
Can you do the deflection too
Where is on part 2
I am asking some questions about manual design like load distributions where i am contacting you?sir please
How can the cantilever slab distribute the loads into the beam?
You didn't add finishes load to your Dead load, is it not necessary?
Its part of the additional loads
Alright thanks
Can you pls send the Reynolds material in your WhatsApp design group sir?