Solve this answer if and only if you are 100% sure what you are
doing. Else i will be downvoting you.
Example-1 : A doubly reinforced beam of 300 mm x 600 mm overall is rein with 4-20 mm dia. bars as compression reinforcement and 6-20 mm dia bars as tensile reinforcement. Effective cover on both sides is 50 mm. M-25 grade of concrete and Fe-415 grade of steel bar is used. Compute moment of resistance.
Solve this answer if and only if you are 100% sure what you are doing. Else i will be downvoting you.
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