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03-08-2018
09:57 AM
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Hi,
I have 2 questions and i would be so grateful for an answer.
I tried to design a reinforced concrete Frame,i put the loads and i do the combinations. so i go to ( required reinforcement of RC beams/column ) to check the reinforcement for beams and column and i don't know why the program choose the SLS moment not the ULS to calculate the reinforcement !
the first question is how can i fix it ?
the second question : how can i calculate the reinforcement of the beam in ( provided reinforcement of RC element) with taking in consideration the negatives moments on edges? or put a fixed support on edges not a pinned support.
thank you.
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