sir if circular beam section is there with reinforcement in circular pattern how to find the depth of neutral axis, transformed area and transformed moment?
Sir in the 2nd example, the actual depth of NA is evaluated by taking moment about NA which is possible if the concrete in tension is not effective(cracked section). But it is nowhere mentioned that it is cracked and no applied moment is given to determine that. Why didn't you use the method of Taking moments of areas by the top edge where complete concrete section is effective as you did in 1st example???
Sir, the way of present the topics are incredible, with conceptual clearance. Thanks!!!
sir if circular beam section is there with reinforcement in circular pattern how to find the depth of neutral axis, transformed area and transformed moment?
thank you, very help ful
sir what we have to do if the section is cracked
Sir please make videos on fluid mechanics
Awesome
Sir in the 2nd example, the actual depth of NA is evaluated by taking moment about NA which is possible if the concrete in tension is not effective(cracked section). But it is nowhere mentioned that it is cracked and no applied moment is given to determine that. Why didn't you use the method of Taking moments of areas by the top edge where complete concrete section is effective as you did in 1st example???
thank you sir
D/2 IS HOW 6
thank you sir