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  • Integration of STAAD into Excel

    Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…
  • Design of concrete column in anew version of staad

    hello sir, I have two questions 1-when we design concrete column in a new version of staad shows area steel only in report but in old version when we design concrete column and print report shows type of column(400x400 for example), and critical…
  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    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;…
  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
  • Reg: Removing warning and notes in the Steel structure

    Hi, We are doing our final year project in the design of PEB structures. so we are using staad software to design and analysis the structure. we have received more warnings and notes like "instability at joints, weak spring added for stability, zero stiffness…
  • Design of Solid slab (Conventional slabs)

    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…
  • Dummy beam

    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?
  • How to create a cantilever slab by using the Physical modeler?

    How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
  • RCDC Detailing Failure

    How to rectify this failure known as 'Detailing failure' in RCDC
  • Can I Reduce Development length of bars in the beam by using RCDC

    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
  • Can I design a Continuous two slabs by using RCDC STAAD?

    Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • ignore alone wind load case

    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
  • Gantry crane design

    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
  • User Table Error: File Not Found

    Hi, I'm using STAAD.Pro CE and when I run analysis of my structure I get the following error: 213. MEMBER 214. _GIRDERS 126 128 130 132 134 136 138 140 142 144 193 TO 240 257 TO 288 333 - 215. 334 TO 428 216. _BEAMS 29 TO 39 41 TO 43 52 TO 57 67 TO…
  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
  • How to draw cross build up column

    1. how to draw cross build up column (like "+" ) 2. how to add in user Table for regular purpose. 3. how to determine the section property for buildup column. I need to assign Build up column like this. with size D -600 B- 300 Tf- 25 Tw…
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
  • tension & compression flange utility ratio for built-up i-section

    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
  • how to get the loadings details in report????

    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?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • how to reduce deflection????

  • concrete slab

    Dear sir, good day, I design the attached structure in two ways. when I design it without considering the concrete plate it gives very less utilization ratio? and when I design it without considering the concrete plates on the top of beam it is getting…