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For sloping slabs or sloping beams why the tension steel from
either side of ridge is taken into compression zone of other
side?


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The company is following same question pattern and giving same questions in all year for all batches from the starting of company they didnt even able to frame new question,,so guys if u want to place in cccl just mail me i will send the questions....ramyakvb@gmail.com....if u mug all those answers u will be selected no proper selction procedure is considered so it is better to place in some other company...All The best dont attend cccl

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