Load Distribution from Slabs to Beams | Manual vs ETABS Comparison 

Thank you structguru... much needed content...🙌🏻🙌🏻

Awesome video presentation. Vividly explained. Thanks for sharing.

Awesome explanation sir - request to make such more helpful, knowledgeable video for us thank you !

Nice explanation Sir 🌹

hi. anyway i can change that 45° angle on etabs or sap2000?

Sir please make next continuous part

Thank for the video. However I do not grasped how W=0.240 k/ft for triangular loading and then W-0.15 k/ft for the UDL. How is those values obtained. I believe I have missed something between W, Wo and w. Thanks in advance.

Nice explanation. But I need what will be reactions at support in both the cases. It seems to be different. Kindly clarify.

sir please make video on how will we make a structural drawing from a designed structure in etabs...I cant establish steel data from etabs

THANK YOU SIR, as you have taken sab(membrane) ,what if we take it as a shell thin or shell thick then what will be the procedure for load transfer

Please i want to learn structures and become a structural engineer. Any recommended books for me. I have Diploma certificate in Civil Engineering. Thank you.

Sir I need your help in my graduation project I also do not have a map if you have a ready made design of 10 storey building by using ettabs please send it to me ...

4:40 w expression for uniformly distributed load on beam is w=wo*L Its not divided by 3

10*0.16=1.6k & 10*.24/2=1.2k

confusing in trapezoidal load