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  • Users: eyemeyar
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  1. eyemeyar

    Effect of Deflection on concrete beam capacity Question

    Hello Everyone, I wish to hear your ideas and experiences about these things. =) 1 - When you design concrete beams, should you always consider deflection? 2 - If the beam is adequate against shear and moment, isn't that already enough? 3 - Does deflection affect beam capacity performance...
  2. eyemeyar

    SUSTAINED LIVE LOAD QUESTION

    CAN SOMEBODY EXPLAIN TO ME THE REASON OF USING A TYPICAL 30% SUSTAINED LIVE LOAD USED IN COMPUTATION OF CONCRETE BEAM DEFLECTIONS? THANKS. =)
  3. eyemeyar

    END RELEASES IN ETABS QUESTION

    HELLO EVERYONE. I WOULD TO HEAR YOUR IDEAS ABOUT THE USE OF "END RELEASES" IN ETABS. 1 - WHEN IS IT ALLOWED TO BE APPLIED IN BEAMS AND COLUMNS? 2 - AREN'T THE CONCRETE BEAMS AND COLUMNS SUPPORT SHOULD ALWAYS BE FIXED? 3 - CAN SOMEBODY TELL ME THE PURPOSE WHY WE SHOULD PUT END RELEASES? THANK...
  4. eyemeyar

    THE SAME STEEL AMOUNT IN TENSION AND COMPRESSION OF CONCRETE BEAMS QUESTION

    Hello Everyone. I would like to hear your ideas about doubly reinforced beams that has equal amount of reinforcement in compression and in tension. Is that ideal or no? Thank you. =)

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