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Found 2 results

  1. Fatima Khalid
    Asalamualaikum everyone, If I have two beams of same stiffness and present at same level, how can i decide which beam is supporting the other beam? What would be moment diagram look like? How to do the detailing at the mid joint? What change should be done in ETABs or SAP software? Attached is the figure of the model I have break one beam so the other beam should act as support but moment diagram show only positive moment for both beams. Thankyou
  2. Alinalysis
    Hi all How can I solve such a problem with bending moment results in etabs ? I'm getting different values of bending moment at a joint, support are columns, loads are from slabs (membrane)
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