Hello
Does anyone have a code or a macro to generate wind loads automatically in STAAD using Eurocode 1991-1-4 for a long duopitch roof structure ?
I only have the IS875 in the drop down options for 'Wind Load Generator'. I tried to apply the…
Hi,
I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as
* DESIGN NOT…
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 can I create an automatic load combinations with Euro code? if not, who knows a code has the same combinations in Euro? staad can check with Euro code and can't generate load combinations with Euro ??!! Thanks in advance ..
I am using a STAAD. pro select series 4.0 and want to design a steel beam using Euro code.
In my structure, i am designing a simply supported beam with UDL. Beam is laterally tied by two perpendicular members in plan. Below are force values and design…
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 members (top and bottom boom and a piece of column…
PLS HELP I JUST DOWNLOADED STAAD PRO V8I SSV6 .....45 AND THE INTERFACE IS VERY ATTRACTIVE BUT THAT'S BY THE WAY. I SERIOUSLY WANT TO USE IT TO DESIGN AN URGENT CONCRETE JOB AND I CANT FIND BS8110 CODE NEITHER CAN I SEE EURO CODE FROM MY CURRENT DEFAULT…
According to the program help, CMN should be 0.5, 0.7 or 1.0.
CMN Indicates the level of End-Restraint.
1.0 = No fixity
0.5 = Full fixity
0.7 = One end free and other end fixed
I see it mentioned for several National Annexes, in the discussion…
This request came up for the Russian code not long ago, and we are thinking to adopt the method as documented in the publication, Reinforced Concrete Design, by C.K.Wang which is used in our current ACI batch design and could be used in the SP63 code…
English response, translate page if required. Not yet. STAAD.pro has an older version of Ram Connection installed. An update to STAAD.pro with the latest version of Ram Connection will be coming out around Quarter 1, 2016.
Dear Sir,
I have attached herewith member design files with two approaches one is with TORSION 0 command and another with TORSION 2 command. Member is simply supported and subjected to same intensity of vertical and lateral loads only. No Torsional…