Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand

I am using a square section by TATA STRACTRA one on top of another.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…

Hi Everyone! I'm having a hard time fixing my model. it has a warning saying WARNING-fx fy fz wind forces: I Can't correct it no matter what i do. Can Anyone help me out? Thanks a lot always. Here is the file 5488.FILE.std

I am trying to design a aluminum frame. the error I am getting is " wrong strength parameter". I tried to input - Fy - 5040, Fu - 5472, Ry - 1.1, Rt - 1.1, Fcu - 5040. Why am I getting error ? Please share correct values or am I selecting wrong Aluminum…

PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

How did know the exact coordinate of the partition wall?? please help me

How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?

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

As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here

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…

this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…

Dear sir, Both stringers of staircase having same section only difference is one is created in section wizard and one is define in section table in staad.why the bending capacity of section wizard created section is less than other one.KIndly explain…

Project 1 new.std

Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…

Hello, I had a question regarding this simple circular tunnel model shown below. I have the following modeled to check the shear SQY. I know I'm missing something simple here so I hope I can get some help. L=100 ft (total longitudinal length)…

Sir Could you please help how to avoid the warning in the structure analysis for warning that structure is disjointed Thanks, Ravi

portal peb (4).std

Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…

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 to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

I have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…

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 …