• RAM Concept Ultimate moment not tally with '' strength design , top reinforcement plan '' output for RC beam design

    q Dear all, I noticed that the Ult Moment from the design strip is not tally with the output of the area of steel reinforcement require for the beam design. The photos attached above : Beam size : 600 X 1000/1300 Mult = -1420 kNm (hogging) …
  • RAM Concept - Strength Design v/s ECR plan

    Hi, I had the following question about comparing the design output from RAM Concept. For the strength design I get the following output from the Rule Set Designs>>Strength Design>> Status Plan However, when I generate an ECR plan under the Service Design…
  • Nodal Displacement and Member displacement and its allowable as per BS5950

    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
  • PT Beam full calculation strength design

    Hi, where are we able to check the full strength design calculation for a PT beam in RAM concept? Thanks,
  • Program reinforcing almost doubling for same loading conditions

    Hello, I’m working on a 1-way PT slab design in Ram Concept, and I’m running into some strange bottom reinforcing that the program adds for strength, and I was hoping someone had some advice. I had the slab working, both reinforcing and PT, but we’ve…
  • Does RAM concept factor the transfer loads for "rule set design->strength design"? and where can I view what factors it uses for this? Thanks

    Does RAM concept factor the transfer loads for "rule set design->strength design"? and where can I view what factors it uses for this? Thanks