1. For M 150 grade concrete (1:2:4) the moment of resistance factor is






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A. Ax = 0, Ay = 150 lb, Az = 562 lb, TBC = 300 lb, TBD = 212 lbB. Ax = 0, Ay = 150 lb, Az = 456 lb, TBC = 150 lb, TBD = 212 lbC. Ax = 0, Ay = 267 lb, Az = 843 lb, TBC = 533 lb, TBD = lbD. Ax = 0, Ay = 150 lb, Az = 500 lb, TBC = 212 lb, TBD = 212 lb Answer: Option A Explanation: No answer description available for this question. Let us discuss. Workspace Report errors ... Name : Email:....
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MCQ->Consider the following statements regarding the working stress design of under-reinforced RC sections: 1. The neutral axis depth will be greater than that of a balanced section 2. The stress in steel in tension will reach its maximum permissible value first 3. The moment of resistance will be less than that of the balanced section 4. The concrete on'the tension side is also to be considered for calculating the moment of resistance of the section. Of these statement :....
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