** WARNING ** A SOFT MATERIAL WITH (1.0 / 4.536E+04) TIMES THE STIFFNESS OF...
Hi, There are two warnings in my analysis. I dont what exactly does it mean.I made the properties thru create user table. The warning are as follows:** WARNING ** A SOFT MATERIAL WITH (1.0 / 4.536E+04)...
View ArticleLoading colour in GUI
I don't know how it happened . I am unable to distinguish the selected loading from other loading as all (selected as well as not selected) are in the same cyan colour in GUI screen. Earlier the...
View ArticleHELP ME, WITH CONCRETE DESIGN PER ACI 2014
IN THE PREVIOUS VERSION, THE CONCRETE DESIGN PER AC1 2011 APPEAR THE FOLOW FORMAT: ACI 318-11 COLUMN NO. 1 DESIGN RESULTS =============================================== FY -...
View ArticleError- wall has free-standing end
I have a few concrete shear walls that continue to give me "free-standing" end Error,Is there some property I need to give a wall that extends past a diaphragm?Or a specific connection between wall and...
View ArticleSTAAD to Prosteel 3D
Hello,For steel structures, when we import STAAD file to Prosteel,Is it possible to show check which ensures that same section has been imported in pro steel model as defined in STAAD?Since in...
View ArticleView Results
I am new to using STAAD Pro Connect version (I believe this is the latest version) and struggling to view the resulting node deflections after successfully analyzing my structure. In previous versions...
View ArticleSTAAD crashes while inputting beam offsets
While inputting a beam offset in the specifications module of STAAD, the program crashes as soon as I click out of the input box. It seems as though the program is attempting to add a significant...
View ArticleAutomatic generation of load combination as per ASCE 7 (allowable stress design)
Hello I want to generate automatic load combination as per ASCE 7 (allowable stress design) can any one help?
View Articlecheck my G+4 building in hydrabad where it gives 12 error please check it
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 26-Dec-08END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 -0.28 0 10.74; 2 3.65 0 10.74; 3 7 0 10.74; 4 -0.28 0 5.49; 5 3.65 0 5.49;6 7 0...
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Element and Beam Design
Hello Everyone,In STAAD Pro V8i when I create plate for slab and gives it meshing so the beam divides into small portion as well as slab but when I analyze and design the project so in STAAD Output It...
View ArticleAUTO LOAD COMBINATION
I am USING AUTO LOAD COMBINATION AS PER ASCE ASD method consisting of DL,LL Lr,WIND,SEISMIC,TEMP,CRANE,SUPPORT SINKING. BUT THE GENEREATED LOAD COMBI DO NOT CONSIDER CRANE AND SUPPORT SINKING LOAD....
View ArticleSTRUCTURAL WALL SYSTEMS ESPECIALLY RECOMMENDED FOR SEISMIC ZONE IV & V
To,Bentley Communities,Dear Sir / Mam, If modelling done for structural wall system of a structure in seismic zone IV & V, ( X axis & Z axis being horizontal & Y axis being...
View ArticleWooden Arch Bridge
Hello everyone,I am analyzing a bridge in Staad, and getting huge tension forces in secondary beams under the roadway. If you could take a look, i would be thankful.communities.bentley.com/.../Str1.std
View ArticleHow to add a property to a Group
I want to know if there are tutorials or instructions to add a property using the group. Normally, users group the members with similar properties. Is there a way to assign property to this group using...
View Article**WARNING- Deflection check of member # 488 will not be performed as service...
how to remove this warning from staad. **WARNING- Deflection check of member # 488 will not be performed as service envelope not provided.
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How to add envelope & use it for design
I was add envelope but I got warning as **WARNING- Deflection check of member # 2 will not be performed as service envelope not provided.
View ArticleTemperature load on finite elements
Dear Mr./Mrs;need your support to get an answer about the application of temperature loads: 1- when can we use the axial elongation?2- when can we use the top and bottom option?3- when can we use a...
View ArticlePile cap analysis & design using StaadPro
HiPlease advise for a irregularly loaded pile cap:1. I have pedestals on top of pile cap slab. If I model them using offsets then would they be calculating the stresses at the plat top. As staad uses...
View ArticleIs it a good practise to design steel frame and its RCC column/pedestal base...
TAAD SPACESTART JOB INFORMATIONENGINEER DATE 17-Mar-18END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0 5 0; 3 5 7 0; 4 10 5 0; 5 10 0 0; 6 3.14754 6.25901 0;7 6.85695 6.25722...
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Beam Design parameter
Can any one please tell me, i want to design steel beam for pure bending which is laterally unrestrained, Where as my beam is critical in cl 9.3.1.1 which is for combined Bending and Axial. I have only...
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