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  1. JUANDAVID

    ETABS seems to ignore a part of the beam mass...

    I AM USING ETABS 8.15. I HAVE DETECTED THAT ETABS, IN BEAMS ELEMENTS, IS ONLY CONSIDERING ONE FORTH (1/4) OF TOTAL BEAM MASS WHEN ASSEMBLING MASS AT THE JOINTS. IT SHOULD ASSEMBLE ONE HALF (1/2) OF THE BEAM MASS AT EACH JOINT. WHAT IS GOING ON? HOW CAN I FIX THIS PROBLEM? THANKS FOR YOU HELP...

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