• Application of load on dummy beam

    Amuletola Rasheed
    Amuletola Rasheed
    Hello i want to apply a load of 3kN/M2 on a plate element of 150mm thick which spans 0.9m x 2m so i created a dummy beam. 1) will one single dummy beam be enough? 2) will i have to convert the load to a line load (i.e: from per M2 to per m) or apply the…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Differences between the Area, Floor, Plate and Surface loads, and if possible, an example of the application regarding to each of the load type.

    A C
    A C
    Hi, my understanding to the Surface load is that, correct me if i am wrong, the load will not be transferred to the structural member whereas the floor load is the load you can applied to the structure due to floor loading that isnt the part of the structure…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: LATERAL LOADING ON PLATES IN STAADPRO

    SantoS
    SantoS
    Hi Sir, I find a bit problem. First I create model and input the hydrostatic load and it's Ok. But then I create another model and input the hydrostatic load and there's a bit problem.. at the top slab (last slab, triangle-shaped load) it didn't show…
    • Pool2 (problem).txt
    • View
    • Hide
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: LATERAL LOADING ON PLATES IN STAADPRO

    SantoS
    SantoS
    (sorry repost) Hi, thx a lot for your tutorial. I find a bit problem. First I create model and input the hydrostatic load and it's Ok. But then I create another model and input the hydrostatic load And there's a bit problem.. at the top slab…
    • Pool2 (problem).txt
    • View
    • Hide
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel