Sir please do all types of fixed end moments with different types of loading on beam ...It is very much important in real life design ... Instead of blindly remembering every fixed end moment it is always better to learn conceptually
Cran Flag حساب على قدر تصميم البيم 30cm×60cm Ratio balance concrete =0.836× F'c 3.0ksi/(Fy 36ksi)×(0.003×80 Ksi)/((0.003×80 ksi)+Fy 36ksi)= 0.060456 Ratio max=0.75×ratio balance Ratio max=0.0342 Area steel=ratio steel×width×depth Area steel=0.0342×"12inch×"24inch Area steel=9.84 inch squar Area seel=63.5 cm squ. Centimeter squar
Thank you! This helped me a lot today.
Sir why equal the area of both BMD simply support beam and hogging moment
Could u plz provide any material or pdfs of these !! ❤
Sir please do all types of fixed end moments with different types of loading on beam ...It is very much important in real life design ... Instead of blindly remembering every fixed end moment it is always better to learn conceptually
Sure. I will upload them one by one
Hi sir, i want to ask, how you got wl/4 for free moment diagram
Sir , you didn't put zero in c1 .
Where is force method
Cran Flag حساب على قدر تصميم البيم 30cm×60cm
Ratio balance concrete =0.836× F'c 3.0ksi/(Fy 36ksi)×(0.003×80 Ksi)/((0.003×80 ksi)+Fy 36ksi)= 0.060456
Ratio max=0.75×ratio balance
Ratio max=0.0342
Area steel=ratio steel×width×depth
Area steel=0.0342×"12inch×"24inch
Area steel=9.84 inch squar
Area seel=63.5 cm squ. Centimeter squar
So useful sir thankyou so much
Sir please upload with value P = Kg example
thank you....sir