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STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 69 41.021 0 0; 70 80.516 0 0; 72 41.021 8.415 0; 74 80.516 8.415 0; 77 60.948 10.168 0; 87 47.6633 8.99933 0; 88 54.3057 9.58367…

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, I am analyzing G+2 Building structure. I have applied Floor load by Grouping Method ( Without the modelling of the Plate ). I am getting heavy reinforcement in beam. Kindly help me to find out the reason behind this. Also, Is this the correct…

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?

hello sir, I have two questions 1-when we design concrete column in a new version of staad shows area steel only in report but in old version when we design concrete column and print report shows type of column(400x400 for example), and critical…

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

I have two models of staad pro in which one I have generated by importing a dfx file into it and other one is forwarded by client which origin I dont know that how he created the geometry of that model.Loading, dimension and plates thickness all are same…

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…

Good morningEveryone, will you help me with this, we have a project of designing a 5storey building but have problems with having a soft storeys and floor diaphragms that nodes does not exist. May i ask for suggestion on how we can lessen it to make it…

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…

Dear All, I have modelled the BEAM (1000x300x20x30) TO BEAM (600x200x11x17) FLANGE CONNECTION using STAAD and now i am upto find the Stress Concentration Factors for the same. Attached summary shows the STAAD Model, Boundary Condition, Axial Forces…

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

Please, someone can help me. One error says *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. don't know what to do. RCD 4 Storey.std

Hi, I need help defining seismic loads by using the response spectra line graph. I add seismic periods and accelerations in the 'Load Case Details' section (attached image). I did not use the 'Definitions' section to consider seismic. My question is how…

PR-1_24072022.STD I applied Moment along Mx direction. due to that i found rotational displacement with large amount. Also note i have specie as Truss. Attached model for reference. if any mistake by me please suggest.

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?

1. STAAD SPACE DXF IMPORT OF CAD FILE.DXF INPUT FILE: C:\Users\SHASHANK KUMAR\OneDrive\Desktop\structure.STD 2. START JOB INFORMATION 3. ENGINEER DATE 05-JUN-22 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 -0.5 0…

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

Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std

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…