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…
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…
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…
I have 2 errors but i dont know how to solve them, i have tried everything
Capstone concreto.STD
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caps.txt
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0 154.499
0.14767 571.1960258
0.6000 571.1960258
0.9500 473.1952108
0.9600 471.1700017
0.9700 469.1743131…
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…
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)…
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…
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…
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 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 ?
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?
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?
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
…
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
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…
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…
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
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.