Mehreen Iqbal

I am really confuse it we dont design beam for torsion than how we are going to design our slab for the torsion that is coming from beam. providing how much amount of moment near support in slab. Plius this is the design practice in pakistan that we reduce torsional modifier to 0.01 in beams but for slab we are designing it manually...not taking into consideration that we ignored it beam... is this a right practice..

Thanx for the detailed report.....

CAN nay one share RCC design of over head water tank or any spread sheet related to the topic..kindly share