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  • Unable to start STAAD Pro Connect Edition V22 Update 7

    Hi. I recently got access to the student license of STAAD Pro. It was working well until last few days. The application is not starting. Below given screen appears and then there is no further movement in the loading. I tried re-installing the application…
  • How to get center of gravity with other loads

    Dear all, I would like to get the center of gravity of my tank. I have already found it for my empty tank (thanks to the selfweight load). But once my tank is filled (or partially filled), this will change the position of my CoG. How can I modelise…
  • Staad Reference loads definition for soft storey checking as per indian code is 1893 2016

    Hi all the staad reference load is necessary for checking the soft stories. But I have a doubt while defining reference loads the live load has to reduce as per the specified code or we have to assign full live load in the reference loads? Because the…
  • Unsopported masses error

    I have 2 errors but i dont know how to solve them, i have tried everything Capstone concreto.STD Fullscreen caps.txt Download 0 154.499 0.14767 571.1960258 0.6000 571.1960258 0.9500 473.1952108 0.9600 471.1700017 0.9700 469.1743131…
  • 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…
  • PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SE

    can someone solve my problem ?? "staad 2d- error " can someone slove this
  • RE: Tunnel plate elements SQY for global shear

    Hello, I had a question regarding this simple circular tunnel model shown below. I have the following modeled to check the shear SQY. I know I'm missing something simple here so I hope I can get some help. L=100 ft (total longitudinal length)…
  • Support end reactions

    Have a design roof model in staad pro having problem to find support end reactions in local cordinate system.plse help me out
  • Connection design - Column splice with plates in flanges and web (moment and shear conenction)

    Hi! I am having some issues to design this kind of connection. I found that there is available a connection type that alouds me to project a moment connection only with flange plates (just for Fx and Mz). And there is also another type for shear splices…
  • *** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT. MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.

    I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE…
  • STAAD Advanced Concrete design: text schedule font problem

    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!!!
  • Ely and Elz parameter

    Ely and Elz need to be found as per tie member in each direction but is it necessary to give member length factor 1.2 for all columns as per IS456 ? In any case if am giving it as Ulx and Uly paramter what factor should that be given ?
  • RCDC Imposed load

    I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?
  • Primary and Secondary beams Intersection vs merge

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

    Dear sir, As per the attached file when i check the moment diagram for secondary beams 356*171*45 .staad showing as these beams are pinned and in my model,I am considering them as a fixed .Why moment is not coming at the end nodes? roof.std …
  • RAM Connection (limited) & STAAD Advanced Concrete Design (limited) features available in STAAD Pro (basic) license

    Hi, We are here to know which features of RAM Connection & STAAD Advanced Concrete Design (RCDC) are available under STAAD.Pro CONNECT Edition (basic) license. Is SELECT Subscription is mandatory to use these features? Regards Aayush
  • RCDC Detailing Failure

    How to rectify this failure known as 'Detailing failure' in RCDC
  • browse/modify section data base

    Hi I have added a new section to the data base. but i am getting error in the input data . how to resolve ?
  • cable analysis

    Dear sir, I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative. Also, guide…
  • MOMENT DISTRIBUTION WHEN PARTIALLY RELEASING MOMENTS IN BEAM

    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m releasing the moments MX, MY, MZ to a 100% at their ends. if I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the ends. However…
  • 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.