sir your lectures are very good, your teaching style is very much good, only one thing i have noticed that you have not taken the load due to wall (half brick or full brick) neither on slab and nor on beam...please consider it and find out the value of Wd and Wl , i think this produces more moments at supports and span too...
Helped me a lot
thank you 😊
sir your lectures are very good, your teaching style is very much good, only one thing i have noticed that you have not taken the load due to wall (half brick or full brick) neither on slab and nor on beam...please consider it and find out the value of Wd and Wl , i think this produces more moments at supports and span too...
Yes, 19,2 KN/m3 . consider thickness and height . This will come KN/m.
Yeh lecture da rha mi reading kar rha hai ...
Yeh to khali pad rha jo likha hai ...kaha sa kya aya kyu asa rakhta kuch b nahi batata