In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!
Hi all,
I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
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…
Dear Team
I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…
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,
As per the attached file when i check the moment diagram for secondary beams 356*171*45 .staad showing as these beams are pinned and in my model,I am considering them as a fixed .Why moment is not coming at the end nodes? roof.std
…
Hi everyone,
I am modelling concrete tunnel rings with an opening. The rings are connected by shear dowels that supposed to have a shear capacity up to 300kN.
I have a few questions regarding the modelling technique of this structure. I have modelled…
Dear sir,
Why staad pro showing the stresses value for steel plate too low?LOad is applied at the middle of the centre of the plate.so yielding will be more at centre point.I also did not understand the stress distribution for boh plates it is not same…
Dear All,
Currently i'm designing a gantry crane.
1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
Does anybody designed Gantry crane using STAAD.Pro?
Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed?
or do i need to design Gantry…
N. SUBRAMANIAM BOOK OF RCC DESIGN GAVE THIS SYNTEX
*SCALE FACTOR = (0.16/2) × (1.5 / 5) = 0.024 SPECTRUM CQC 1893 X 2.078 ACC SCALE 0.024 DAMP 0.05 MIS SOIL TYPE 2
IN THIS CASE ACC SCALE VALUE IS CALCULATED USING Z/2*I/R BUT IN STAAD HELP CONTENT…
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular…
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I have done a beam analysis and the shear at the middle is excactly 0. When i use " SECTION 0.5 MEMB 1" the results are okay. That means in the output file "shear y" is 0 at position 0.5.
But when i use SECTION command with 2 or 3 positions…
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…