Dear Sir/Madam, i have designing RCC structure in STAAD CE 22 , for on boiler supporting structure we have site specific spectra and we have added the same with custom window with direction factor (I/R*2/3):1.5/5*0.67=0.2 after analysis i have noticed…

400 KL FINAL WITHOUT STAIR change hieght.std EVERY TIME I M GETTING THE SAME PROBLEM Although I READ ALL THE POSTS REGARDING THIS ISUUE AFTR APPLYING SET NL COMMAND AND MEMORY COMMAND FACING THE SAME ISSUE.PLEASE PROVIDE VALID SOLUTION ASAP.

Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can check out the result for beam no. 149…

Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can checkout the result for beam no. 209…

hen i will perform dynamic anaysis after assign property reduction factor than we got the error like this. *ERROR* STAR FILE MGR. ERROR NO. 6 DETECTED BY LIBREAD THIS ERROR MAY HAVE BEEN CAUSED BY INPUT DATA ERRORS OR PROGRAM LOGIC ERRORS. *** ERRORS…

I THINK I M FACING LOT OF ISSUE WITH THIS VERSION NOW ONE MORE ISSUE GOING TO DESIGN WATER TANK ONE GETTING ONE ERROR AFTER ANALYSIS. *** ERROR: MINIMUM DIMENSION OF COLUMN # 41 SHOULD NOT BE LESS THAN 20 TIMES THE DIAMETER OF THE LARGEST LONGITUDINAL…

2553.Structure1.STD Please let me know as where I am going to stuck either with command or any other?

Steel Shed_Viscose Line 5_V11std (3).STD Can anyone,please able to pass these failed beams,if yes then,please let me know(if by adding top and bottom plate etc)

Even in Staad CE Wind loads are still generated using ASCE code. Also, a number of videos are floating around on youtube explained by people who are not at all subject matter experts.

I have attached a picture of a plan where a clear head room without beams is to be provided. G+3 building with common portal frame. I am unable to assign floor loads as there is no closed boundary.

Hello Everyone 1.Please check it out attached model why i m getting so much moment in bottom coulmn. 2.If the column height is recudecs than why i m getting maximum moment in column 1078 instead of column no. 1047 and 1088. please reply ASAP. …

Hello Everyone, Actually whenever i want to run staad foundation or planwin , warning appear on the screen and programme will automatically terminated. Attached Screenshot here.

Hello Everyone. 1. Can anybody tell me what is the difference between load combination & Repeat load and which one is better for consideration for generating load combination with moving load.(Please explain in detail don't tell to refer any clause…

Hello Everyone, can anybody tell me how to make combination of moving load with other loads.

Hello Everyone. Can anyone provide the solution don't know what happend with connect version 20.00.00.28 update 3. When i analysis the model in series 6 model is work fine but when i m going to import it connect edition it will breakdown the entire…

HELLO EVERYONE, CAN BE DESIGN SOLID RAFT IN RCDC FE? I M GOING TO DESIGN THIS MODEL BUT ITS SHOWS WARNING WHICH IS ATTACHED HERE.

Hello Everyone, I m going to analyse bridge model but it will shows error during analysis that no load cases added but i already define all the load cases. Model is attached kindly reslove the issue ASAP. bridge 26 m.STD

WHEM I WANT TO DESIGN PILE CAP THAN IT NEED TO DEFILE PILE CAPACITY IN WHICH PILE DIA, COMPRESSION CAPACITY, TENSION CAPACITY AND SHAER CAPACITY SO MY QUESTION IS IT IS CALCULATED MANUALLY IF YES THAN FINE IF NOT THAN HOW TO PIC THESE VALUES FROM STAAD…

When i m going to assign elastic mat support than its show error i.e. Three vertices are collinear kindly resolve my issue. Model is attached. RECIRCULATION TANK ALAMPUR FINAL.STD

Hello Everyone, My issue is when i m assigning a property in plate element like some plate having property 200 mm thick and some having 300 mm thick. Now what happen with the model i m assigning propert only once but when we close the model and start…

What do we mean by the error , three vertices are collinear which occurs while assigning ELASTIC MAT Support??? FILTER HOUSE NEW.std

NEW AERATOR 1.85 MLD CONNECT EDITION FILE.std IN THIS MODEL SOME OF THE PLATES SHOWING MAX MOMENT WHICH I THINK NOT CORRECT AND WHY THIS HAPPEN KINDLY EXPLAIN ME THE EXACT PROBLEM.