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.
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 ...