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Found 5 results

  1. Assalam O Alykum Can any one please advise about the below warning message given failure for the vertical members only columns? Warning #52 Deltans exceeds 1.4 (ACI 318-14 6.2.6, 6.6.4.5.1). Thank you M.Omair Hashmi
  2. Dear All; I HAVE A QUESTION REGARDING DESIGN OF COLUMNS IN ETABS ACCORDING TO ACI CODE. IT IS MENTIONED THERE IN SECTION 10.10.2.1 THAT" THE MOMENT INCLUDING THE SECOD ORDER EFFECT IS LIMITED TO 1.4 TIMES THE MOMENT DUE TO FIRST ORDER EFFECT FOR NON SWAY AND SWAY FRAMES". SO HOW CAN I INVESTIGA...
  3. Respected engineers. can anyone tell me that what is difference between 1st and 2nd order analysis? specially related to steel structures also.
  4. Please clarify the following confusions one by one:- 1. If we run P-delta analysis in ETABS, then should we ignore stiffness property modifiers for beams and columns? I have heard that if we perform P-delta analysis and apply stiffness modifiers at the same time then the moment magnifica...
  5. Respected Sir May you please guide me that how to perform P Delta analysis on STAAD Pro in Concrete Building.
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