HOW TO DESIGN ANALYSER SHELTER IN EURO CODE
Dear Engineers,I need to learn analyser shelter modelling and design. how can i learn it???
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HELP WITH THIS WARNINGS
Hello Bentley team, i need help with this warning i'm designing one foundation for SKID, and cosider the skid structure to aplicate the wind load and seismic load.and this is de staddSTAAD SPACESTART...
View Articlecomposite steel deck
Hi Everyone,I am trying to design a steel composite deck using staad and I have a few queries:1. How can I obtain the analysis results for this composite decking?2. Can staad design the composite deck,...
View Articlecodes
I am a mechanical engineer, i am using Staad but i don,t know too much about LRFD codes, So it is necessary to learn the codes or staad automatically applt the bending moment capacities, shear...
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QUESTION: HOW I CAN PLACE A VALUE ???
IN THIS NEXT IMAGE , YOU CAN SEE THE VALUE I CHARGING IN THE PROGRAM Y NEED PASSED 1.00KG/CM3 TO LB/FT2/FT
View Articlewind
Hi,I am using ASCE 7-10 to calculate the wind load on a steel structure building having height 136ft, L=262ft,b=175ft. I calculated the pressures for windward wall with +gcpi and -gcpi. In staad I...
View ArticleIF I CHANGE DEFINE INCIDENCE IN Z-DIRECTION , BENDING MOMENT AND SHEAR FORCE...
(Please visit the site to view this file)Dear Engineer's,IF I CHANGE TOOLS-DEFINE INCIDENCE IN Z-DIRECTION MEMBERS ,THEN BENDING MOMENT AND SHEAR FORCE INCREASES HIGHLY..WHAT MAY BE THE REASON , I HAVE...
View ArticleSteel design per AISC code for composite sections made in from Section wizard
Hello Support ,In STAAD.Pro, is it possible to perform the steel design(as per AISC code) for a composite section created from section wizard ?Please help.Thanks in advance.
View Articlereg to extract depth value of the members
hi,i have done a design and analysis part of a steel structure, now i have to take a depth alone for the members to cross check my result.i have created 48 groups and my structure is having more than...
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STAAD.PRO
Dear Bentley team,Please I want to know the differences between the following licenses:STAAD.ProSTAAD Advanced AnalysisSTAAD Advanced Analysis PlusThank you.
View Articlerequesting error rectification
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View ArticleLATTICE GIRDER DESIGN TO EUROCODE 1991-1-3
Hi all,I am assessing capacity of the signal gantry across railway tracks. This structures is basically a lattice type girder. I am designing it to Eurocode 1991-1-3. The rsult shows some of the...
View ArticleHow to perform cable analysis?
I have a structure that is X-braced with cables. I want to perform both types of analysis: Cable and Code Check for the columns and beams? I don't understand why, but I get slightly different results...
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STAAD Section Wizard - Section Builder
I created a custom section within section wizard to simply find the torsional properties (torsional constant and warping constant) of a lower bridge chord which we are proposing to add additional...
View ArticleRAM CONNECTION WITH BUILT UP SECTION
I am designing portal frame with Built up I section and need to provide moent splice connection with bolted end plate. Can I use RAM? Please advise.
View Articleplease help in designing this structure.
i am geting these warnings WARNING:Section fails while detailing,WARNING:Reinforcement % exceeds maximum limit, so i am not getting concrete design of beams and columns.suggest me how to rectify this...
View ArticleTemperature or strain loading
Dears,I have structure containing combination of straight and curved beams. I want to carry out thermal analysis -Temperature Change for Axial Elongation. However, I see that curved beams cannot take...
View ArticleLY LZ UNB DFF PARAMETERSLY LZ UNB DFF PARAMETERS
HOW TO DEFINE LY LZ UNB DFFPARAMETERS, AND HOW TO PERFORM DIFFLECTION CHECK
View ArticleSimply supported Pedestrian bridge with two tube arch at both sides
I am modeling simply supported pedestrian bridge which have 2 architectural arch at both sides.My questions are :-1-What are the possible ways to draw arch in Staad Pro??2- How to make Staad Pro...
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