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STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

Hi, In the STAAD section wizard, after creating a built-up box section, I manually change the values of Shear Resisiting Areas ('Ay' 'Az'), width, and thickness of flange and web (TD, TB, D, B) before exporting it as a UPT file. For such section…

Hi, I'm running an AITC code check on a wood floor system. The ANL file gives the check for each member, but for actual stresses it takes the stress at the member START. I see LOCATION is 0.0000. I have BEAM = 1, but that seems to have no effect. Can…

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!!!

Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?

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…

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?

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

Good day everyone! How can I get the natural frequency of a particular beam/ element in STAAD.Pro v8i? My client is requiring me to check this condition which involved the checking of frequency of a particular beam as seen in Table A in attached…

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?

Hi ! There is a warning in Staad pro output file in Concrete design "Lenght to depth ratio is less than 2.5" for short beams. My question is my design is correct with this warning or not ? If not what should i do ? Thanks.

To get the maximum and minimum bending moment in a beam i wrote a code as follows: Private Sub CommandButton2_Click() Dim OpenSTAAD As Object Set objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD") Dim lMemberNo As Long Dim lEnd As Long Dim lLoadcase As…

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…

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…

Hello all, I'm a student learning STAAD.Pro this semester. I've done a beam model with two point loads applied. I've analyzed the model, but I haven't seen an output for what the actual value of max deflection in the beam is. How does STAAD display…

Hello, In Staad.pro there is no automatic way to change multiple beams start-end orientation. It would be a useful command/option.

I am modeling a very wide slab (120' x 30') simply supported on two long opposite edges. It would have been a simple one way slab but it has two edge beams on the shorter (30') edges. The slab is 20" deep and the edge beams are 29" deep x 18" wide. I…

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…