Load Distribution from Slabs to Beams | Manual vs ETABS Comparison

[@shaikhsohail2447]

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

[@DazzSpace]

Awesome video presentation. Vividly explained. Thanks for sharing.

[@m.z.traders3479]

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

[@waseemakram4507]

Nice explanation Sir 🌹

[@BRIDGE_Construction]

Thank for sharing

[@mares1a-t7u]

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

[@saeednegar709]

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

[@jnkjdjkl5656]

then it would transfer loads by finite element method wich would be far more difficult that you can't even believe

[@nicolasmarie4398]

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.

[@structguru2200]

Hi! I have explained the actual distribution and equivalent distribution in my video. The formulas are derived based on moment calculations. Watch video from time step 3:30 to 7:00.

[@magaj5665]

Sir please make next continuous part

[@cricketworld3886]

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

[@thiagarajanv1143]

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

[@structguru2200]

Thanks! Please watch this video for the comparison of reactions “kzbin.info/www/bejne/hIisoJJ9mJuej6csi=PzkLpQcbUFJWh-kR”

[@dohaali5612]

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 ...

[@alfredosei4315]

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.

[@MRTIJUANAPS3]

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

[@josh_up]

It's WL/3 to convert tributary load to UDL. So it's correct there

[@hamedtaghvayi6482]

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

[@INDIAmeansBHARAT1950]

confusing in trapezoidal load