Hi,
Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis
what if i keep 0 instead of 1 " REFORM 1 KGEOM 0"
Thanks in advance
Hi,
We have STAAD Pro Connect Edition Update 10 (Node lock license) and we need the BAEL 91 French Design Code for Concrete Design.
Please confirm whether the same code is available in the software or not?
If not, how we can get access to the same…
sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ?
sabbir ahmed -static - 07.05.22_foundation.xml
Hi,
Hopefully, you are doing well.
could you please help me to solve this error? this is the code below.
regards,
DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
Good day Sir, I just want to ask if my output/result is normal. The total base shear in x-direction is two times of z-direction. Is this normal? I always do static so I am not really confident in dynamic. I am doing a 84mx15m 6-storey building. Thank…
Dear sir,
which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950?
thank you in advance.
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?
Dear sir,
I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative.
Also, guide…
Hello ppl,
I am trying to get beam geomerical properties (specifically width and depth) through Openstaad feature (specifically GetBeamProperty) and so far failing.
When i run the corresponding VBA code i get result as either "TRUE" or "1" or not…
Dear sir,
I modeled the same canopy with two method in staad pro.
In first method i am considering slab instead of composite deck.
In second method i am considering composite deck.
But for both cases forces in the members are different and…
Dear sir,
I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions…
Hi,
I am not aware of VB or any other such language, can i still use OPENSTAAD ? Is anywhere directory available from where "Ready made" codes are available to be copied n pasted or utilized. If yes please share the link .
Bye
Dear sir,
In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
Dear sir,
I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std
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?
Dear Sir/Sirs,
Am new to STAAD Pro. I have designed an intake using plate model. Assigned loads. When i try to analyse following error appears.
PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED.
How can i rectify. Please help.
…
Could someone please explain why the floor loads "disappear" after I added a two ton monorail. Please look at members 32 and 34 of the Ex Floor_Calc and members 32 33 34 of the Monorail_Calc STAAD documents attached.
EX Floor_Calc
STAAD…
Hey can anyone guide me in the generation of the floor load how to assign it.Is it necessary to have a plate element for the generation of the floor load . How does the staad works on this command?