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  • Users: AYMAN5000
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  1. AYMAN5000

    Transferring shear from column base plates

    Reference to AISC design guide 1 second edition, There are three principal ways of transferring shear from column base plates into concrete: 1. Friction between the base plate and the grout or concrete surface. 2. Bearing of the column and base plate, and/or shear lug, against a concrete...
  2. AYMAN5000

    Modulus of sub grade reaction input value in CSI-SAFE

    I need to design an isolated footing which shall be constructed above an existing raft foundation What is the modulus of sub grade reaction used for the isolated footing in this case. Mainly the modulus of subgrade reaction = 40*3*Bearing capacity as per Joseph Bowles KINDLY REFER TO ATTACHED...
  3. AYMAN5000

    WIND DRIFT ASCE-7-22 AND THE DIRECT ANALYSIS METHOD AISC360-16

    i have a steel structure and i need to check wind drift. When checking the wind drift using the following load combination (D+0.5L+Wa) ASCE/SEI 7-21-clause CC.2.2 do i need to include the national load required by the direct analysis method
  4. AYMAN5000

    The design shear strength for RECTANGULAR BARS AND ROUNDS-ANSI/AISC360-16

    HELLO The design of rectangular bars and rounds under bending can be found in the manual as per section F11. However, AISC-360-16 chapter G did not provide any equation when designing (rectangular bars and rounds) under shear !! I have searched the manual of steel design by SAP2000 V24.1 and I...

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