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.
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.
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 ...
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.
![Lecture 8 Load Transfer from Slabs to Beams | Part 1 [Concrete Structures]](http://i.ytimg.com/vi/v5SgYrT_Tto/mqdefault.jpg)
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 🌹
Thank for sharing
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.
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.
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
then it would transfer loads by finite element method wich would be far more difficult that you can't even believe
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 ...
Nice explanation. But I need what will be reactions at support in both the cases. It seems to be different. Kindly clarify.
Thanks! Please watch this video for the comparison of reactions “ua-cam.com/video/NWIo_Gc6kYE/v-deo.htmlsi=PzkLpQcbUFJWh-kR”
4:40 w expression for uniformly distributed load on beam is w=wo*L
Its not divided by 3
It's WL/3 to convert tributary load to UDL.
So it's correct there
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.
10*0.16=1.6k & 10*.24/2=1.2k
confusing in trapezoidal load