change load case to display plate result
I am using staad pro CE , I have model with 150 load combinationsI need to switch between load combinations when showing plate resultin the old version of staad I just select load case an then switch...
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RAM CONNECTION - GUSSET COLUMN BASE PLATE DETAILS
Hi Sir,May I know whether gusset plate design will check or design minor axis moment ?I was given warning in the design report " High value moments detected in the axis perpendicular to the design...
View ArticleIs there any load automation for UK highway loading within staad? i.e DMRB...
Does anyone know if there is any automation for UK highway loading within staad? I have never used staad for highway loading (only ever buildings, concrete foundations etc.) but can see that there is a...
View ArticleSimple Joint Releases in 2D Truss Analysis
I'm modeling simple 2d (pre-engineered) truss section to get reactions at the (2 supports). I'm getting an error saying there is an instability in one or two of the joints. Can someone please...
View ArticleWind Load Not Adding To Plate
Hi, I am attempting to apply a wind load of 9.92e-005 kip/in^2 to the four plates on my structure. However, when I hit add, it doesn't do anything. Is this value too low for STAAD to handle? How do I...
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Getting error while checking concrete design.
Dear Abhishek sir,Please check attached Snap-11 & Refer staad model.I was getting error while checking concrete design in beam(Beam 1697,1699,1701 &1730) .please check & suggest...
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RAM CONNECTION - ANCHORS ARE NOT CHECK FOR SHEAR
Hi Sir,Referring to attached gusseted base plate model, may I know why there is no DEMANDS for the checks of breakout of anchor in shear, pryout of anchor in shear and pryout of group of anchors in...
View ArticlePunching shear Staad Pro
HiTrying to understand the Staad shear stresses: 1. SQx (local) and SQy(local) being the beam (One -way) shear stresses calculated along strip faces2. Mxy/ yx is the wood armer moment (twisting) and...
View ArticleModelling a pinned column for LRFD in steel module- only able to use ASD...
Hello, I am trying to model a simple pin-pin connected column for an axial force. The material is A7 so I have changed the yield strength to reflect that and I have added cover plates to model some...
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RCC detailing outputs in staad pro
How to create a reinforcement detailing outputs in staad pro like the pictures give below....
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RAM Concept Status Plan Reports Failures Even Though Section Capacities are...
Good Evening All,I am using RAM Concept to assess and existing reinforced concrete slab to AS 3600 for a partial demolition and restoration job we are working on. The slab dates from the 1930s but I...
View Articledeadload computation
how to compute the total deadload of the truss? I've watched a video tutorial where in the total deadload of the truss & purlins was computed, so that the resultings loads will be applied as...
View ArticleDesign of SCBFs Using RAM Structural System
Hi,Is there any guidance or a preferred workflow for designing Special Concentric Braced Frames using RSS? Specifically I was wondering if RAM has built-in functionality to check the effects of...
View ArticleRAM Frame/Loads and Applied Forces/Seismic
Hello, I am a graduate student in Pennsylvania learning lateral analysis using RAM SS/Frame for the first time. My question is in regard to the report labeled "Loads and Applied Forces", specifically...
View ArticlePT Design in AFS wall structural system with no column
Hi,I am working on PT slab design project in RAM Concept. I try tor define design strips but since in my project the structural system is AFS walls which spread in my plan I confront with some...
View ArticleStaad Error in Analysis
Hi guys. I do not know what this error means. Although I have searched it here in the Bently Forum, I still am not sure on how I should approach this error. Thansk a lot! :)Here's the editor of the...
View ArticleHow to specify a rotational nodal displacement load with OpenSTAAD?
I need to be able to utilize OpenSTAAD to specify both translational and rotational displacement loads. I know that I can use objOpenSTAAD.Load.AddSupportDisplacementto specify translational...
View Article*** NOTES: MASSES DEFINED UNDER LOAD #9 WILL FORM can you please give me a...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 22-Mar-18END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 4.40001 0 0; 3 8.90002 0 0; 4 0 0 4.70001; 5 4.40001 0 4.70001;6 8.90002...
View ArticleRAM CONNECTION - FORCE OF DEMANDS
Hi sir,Referring to attached design report of chevron connection, on page 8, 9 & 10, may I know how the demand forces is obtained for design of top & bottom claw angle and splice plate...
View ArticleRAM CONNECTION V11 BASE PLATE NO. OF REINFORCEMENTS
How does the Ram connection distribute the reinforcements in the base plate design for tension and shear rebars?for example if i have a concrete size of 1000mm depth , 1000 mm width, 1000 mm...
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