• STAAD Advanced Concrete design: text schedule font problem

    Marie Joy Yamauchi
    Marie Joy Yamauchi
    Good day, people! I just wanted to ask re: printing of text schedule in STAAD RCDC. When I print the text schedule, I can't read the reinforcement details because they're all in symbols. How do I fix this? Thank you in advance!!!
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Primary and Secondary beams Intersection vs merge

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can I Reduce Development length of bars in the beam by using RCDC

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to solve Detailing failure of Beam in Staad RCDC?

    Tapon Chakrabarti
    Tapon Chakrabarti
    I am working of a factory building, area of (119578*46422) sq.mm . Its holding Live Load of 130 psf . Columns 20 Nos. in long & 8 Nos.in short direction Dead Load is of Main wall(0.8353 ksf)+Partition wall(0.363 ksf)+Floor Finish(0.03 ksf)+Self…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??

    Sanjay Kumar
    Sanjay Kumar
    Hi, 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Monolithic Concrete Slab/Beam Connection Modeling

    Sye
    Sye
    Typically this does not affect the analysis in a significant manner. The weight of the portion of the slab that is accounted for twice, is not much and if you want to, you can apply a uniformly distributed load in the upward direction on the beam and…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concrete Beam - Effective Depth used for Deflection Calculations when Reinforcing Continuous at Beam Depth Change

    Seth Guthrie
    Seth Guthrie
    Your images did not come through, but if I understand correctly, you have two consecutive spans that are different depth beams with continuous top bars across the support, but the d value used in the deflection checks is less than expected. Splicing…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Fabric sheeting on top of a structure

    Oruba
    Oruba
    Hi, I'm modeling a structure that consists of a series of concrete columns spreaded on the perimeter of a rectangular shape building, and attached to a channel concrete caps that running on top of perimeter columns, then the channel beam is connected…
    • model.JPEG
    • View
    • Hide
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel