STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…

Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…

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 Bentley members, I have tried Plate model in Midas Gen and staad pro, In Midas there was one option called Cutting line diagram for understanding the Plate bending diagram, Similarly is there any tool in Staad pro?. Or any method for understanding…

Hello, I would like to design with supports on both sides. I designed columns first in RCDC V10, then my etabs analysis fie (tables to access file) is used to design beams floor by floor. I am designing ground floor beams first. When I import the file…

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?

How to rectify this failure known as 'Detailing failure' in 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

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.

How do I change Mton/Cm to Kn/m

I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange

Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

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…

Dear sir, In attached stad file .I am applying the dead load 2kn/m2 as floor load. 1.somewhere i am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where i am having…

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

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…

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?

Hi, STAAD v8i doesn't run analysis without MEMORY-command in input file. Output file then only contents of two lines: 1. STAAD SPACE ERROR NOT ENOUGH MEMORY TO START ANALYSIS. ( 41 ) But available memory should be enough. We tested…

Build 03 of STAAD.Pro 2007 will be available on Bentley SELECT servers tomorrow, July 11. This update includes 22 new features and 115 additional updates. See here for some more info on some of these new features.

I'm new to staad and have a simple modeling question. I'm trying to model a two-way concrete slab and beam system. I have the slab elements and beams defined, but when I view in 3-d, it appears that everything is being modeled from the centerline of the…

Let me first say I am no Staad expert...but I'm trying to learn. I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…

I've created a shape of a wide flange with a plate welded on top in the section wizard. I've imported it into STAAD and assigned it to the necessary members. STAAD analyzes it just fine, but when I close the file and reopen it, STAAD does not recognize…

Hello, In "Design for Flexure" section, STAAD foundation calculates the minimum reinforcement based on this equation: A s min = ρ. b . d eff b : foundation width or w d eff : effective depth But ACI says A s min = ρ. b . h [ ACI 7.12.2…