Hello, I am getting a weak spring message in this code. I am not able to understand why this is happening. My assumption is that it's because of pinned end supports there is some moment in the frame which is not able to get resolved. If my assumption…

We are following ASCE 7, AISC 360, and the Direct Analysis Method in the RAM Structural System to analyze a building with direct analysis method. In step 6, it mentioned "As stated previously, it is generally felt that the building period used in…

Is there a way to select multiple load cases using a [control] or [shift] + click type way so that each load case does not have to be clicked individually. I have not been able to find a user friendly way of quickly selecting load cases to run for analysis…

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?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

safe bearing capacity 140kn/m2 Can u please tel me the value for subgrade modulus of soil

Good day, I'm about to print my analysis output but as you can see in picture attached. it said "there's no data of this type" while I have an output in my analytical modeling output. any idea how can to make it appear? thanks.

Dear Sir, I have modelled shear wall using plate element. How to extract the results of shear wall analysis from STAAD Pro? After doing a little research I understood how to obtain axial force and shear force. But I am still not getting how to obtain…

i created a model in different BIM software like Revit,robot structure analysis , Bentley staadpro, aecosim etc..the model is verified and analysed but the ifc file exported from these software doesnt contain analysis data, loading,bending,moments data…

I have hundreds of warnings and I don't know what to do about it. They are all about ZERO STIFFNESS IN DIRECTION__ AT JOINT__ EQN. NO.__ and THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS. VILLA QAHTANI R14.std

DEAR SIR, I WANT TO DESIGN A PERGOLA WHICH IS MADE BY ALUMINIUM.PLEASE TELL ME HOW TO DESIGN ALUMINIUM TUBE IN STAD PRO. STAAD SPACE START JOB INFORMATION ENGINEER DATE 21-Aug-16 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES…

Hi, I'm having some issues with analysis result and design parameters in RAM elements. 1) In my model, I've applied load on a strong axis but the analysis result is showing a moment in both major and minor axis. I was expecting only moment in the…

I want loads 34 and 35 with different reference load and factors as highlighted? DEFINE IBC 2006 * * SS 0.44 S1 0.16 I 1.25 RX 1.5 RZ 1.5 SCLASS 4 TL 2 Ct 0.0488 PX 0.687 PZ 0.687 REFERENCE LOAD Y R1 1.0 R14 1.0 * *=============================…

I am attaching a file here to clear my question. I have applied a load of 70 kn in self weight and 48kn in snow load and i have several load combos. Question is that while i select my first combo i.e. 101, load displayed is 70kn as it is while it factors…

Hi Everyone, can i ask you question.. I have a project, it is design a platform for water intake pump. The questions is: 1. Is it input for my model correct? 2. I can't find amplitude from pump specification, is it 24840 (kg) - 20700 (kg) = 4140…

Hello, I'm trying to get an understanding of a weight discrepancy between my results in STAAD.Pro and my results in STAAD.Offshore. When I run a simple gravity case for a structure in STAAD.Pro, I get a resultant weight as a sum of the y-reactions…

Hi, I recently just started using staad and this error message " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions? Thank you! :) This is the output file. STAAD SPACE DXF IMPORT OF ERXNEWEST.DXF START JOB…

Sir, I am a structural designer in Oil Field equipment. I design land oil rigs. I have couple of doubts. The entire Mast section is manufactured in segments due to transport constraint and assembled at site by use of PIN joints. How do I model this…

Hi, I really need help. I am trying to design an open warehouse made of steel truss roof and column. I keep on getting joint instability on one of my support. I don't know if what I did was right in my modelling process. Should I separate the design…

I was wondering if there was a way to get the maximum allowable load reaction to a column? I.e. an envelope for a certain set of load combos (allowable), not all the ones inputted? The only enveloping feature I have found is in the "Generate Report…

In STAAD.Pro, code checking for AISC 360-10 is typically for chapters B-H (I don't use chapter I for my work anyway). Specifically, there are considerations in Chapter J that must also be considered for use in Chpts. B-H. Using the highest TRACK 2 setting…

Hi there, can you please describe how to update the Staad Pro V8i SS6 to the latest build? I am struggling to do so. Many company PC's require the latest software to be consistent. Thanks a lot