Portico1SBV.STD

RS - Copy.STD Some member section showing fail for deflection. Please help to fixed the issue

Hello, I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…

CimentacionTc230.STD

My RAM Elements (13.3.1.124) was recently updated to (16.2.0.88 CONNECT Edition Update 2). When trying to open my existing files created in RAM Elements 13, I get an error popup box stating there was an error while converting model...please contact technical…

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

design of strap footing as per Indian code is not supported in staad foundation advanced connect edition? When i go to design codes in job setup it shows presently available only to US. Im using Staad Foundation advance connect edition V9.4.0.20 (Academic…

I am trying to analyse a structure and I am getting the Intel (r) Visual Fortran Runtime error. The file that I am working on is in my local drive and not in any network drive. Also, I have tried copying and pasting the .std file in another location …

I tried to design a End Plate shear connection using STAAD RAM connection. But it is showing a warning that, Kindly explain what is the meaning of that. Thanks in advance RAP

I am designing a Stair stringer with MC 12x10.6, keeping all parameters same, results showing as failed in AISC 360-16 ASD but passing in AISC 360-10 ASD. The failure clause D1 is same in both versions.

Hi, I am designing a steel beam grid (IPN240) and I want to apply a uniform surface load (10 kN / m2) to be taken by the beams. Is there any way to do this without creating a slab on which to apply the uniform surface load? As shown, no…

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?

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

Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…

Hi, After running the analysis i am not able to display de Torsion Force about X axis & Axial force in X axis envelope, as shown below: I checked and it's not a matter of graph scale, it just doesn't appear, while the rest of the envelope plots…

Hi Sir, I'm doing lifting analysis now but some members fails in code check as per AISC-ASD code. Kindly help to answer my queries below for my analysis model: 1. My analysis model pass the code check using AISC-360-16 but fails in AISC-ASD. May I…

I have a problem in the assigning the design parameter, whenever I am trying to assign design parameter the staad closed automatically. Is there any solution for this ?

When opening a STAAD file in RCDC or trying to open the advanced concrete design module through STAAD, I get the error "Unable to read analysis data". I'm using STAAD CE 22.04.00.40 and RCDC CE 09.02.00.32. I've checked that my loading in STAAD has load…

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.

While defining steel design parameters, length unit is showing in mm although input unit is set to meter. Any reason? It was not like this in SS6 or earlier.

Hello Everyone i am getting the weight of material from Steel Auto Drafter L Angle 60x60x8mm, Length 42.12 Meter & Weight 1.23 Ton but when i check with online calculator then show the weight 0.298 Ton would you pls advice what the reason

Hi During the RAM connection input Error massage are shown like this "Load envelope has not been added" Pls advise how can i overcome this massage

Dear Sir, I am having trouble designing some of the connections.I have also grouped the unassigned / undersigned members as BCF, BCW & BG for the first floor only. Please show me how to avoid it and design these members. 40.rar