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  • Users: JanMac
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  1. JanMac

    Hi sirs. I am designing an eccentri

    Hi sirs. I am designing an eccentric footing and it has tension at its end..should I need to increase the footing size to remove the tension or only top bars are enough to resist the tension..Thanks
  2. JanMac

    Shear design requirement

    Hi to all of you. Can I ask your suggestion and insights. I have precast panel with cantilver beam at its end. The end of the cantilver ia loaded with beam perpindicular to it. It has cut out to sit the perpendicular beam and then grouted. My question is that the small cut out at the end of the...
  3. JanMac

    Hollow core slab

    Hi I have hollow core slab with design strength Mn < Mcr but greater than the Mu factored load.Is it automatically considered as failed and will crack in the future? Hope to receive clarification to this matter. Thank you.

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