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  1. RamiH93

    ASCE irregularity

    When I have torsional irregularity, the ASCE requires in SDC D E and F to increase collector forces and connection forces by 25%.my simple question is:in case of reinforced concrete structure is the transfer section between the diaphragm and the vertical element is considered as "connection" and...
  2. RamiH93

    ASCE Tosional irregularity

    Hi, section 12.8.4.3 of ASCE 7-10 is applied also for regular floors/diaphragms of a building having horizontal irregularity in one of its floor?or just on the irregular floors? " Amplification of Accidental Torsional Moment Structures assigned to Seismic Design Category C, D, E, or F, where...
  3. RamiH93

    ASCE Building with unknown enclosure category

    sorry I mean tower.I am not talking about hurrican region.it is a building subject to 100mph wind speed
  4. RamiH93

    ASCE Building with unknown enclosure category

    Hi, I am designing a tower subject to wind.the envelope of the tower consist of glass windows that are extended over all the envelope of the tower, in such case how should I consider the building as enclosed/partially enclosed or open building?I mean there is no permenant opening, but yet all...

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