STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 0 0.9; 3 2 0 0; 4 2 0 0.9; 5 4 0 0; 6 4 0 0.9; 7 5.495 0 0; 8 5.495 0 0.9; 9 6.99 0 0; 10 6.99 0 0.9; 11 0 -2.675…

STAAD TRUSS PARKING SHED START JOB INFORMATION ENGINEER DATE 20-May-22 END JOB INFORMATION INPUT WIDTH 79 SET PRINT 1 UNIT MMS KN JOINT COORDINATES 1 0 -1500 0; 2 0 1100 0; 3 0 2100 0; 287 0 2100 3000; 288 0 2100 -3000; 290 0 2100 -1500; 293 0 2100 1500;…

PLEASE HELP!!! I don't know what to do. I kept on trying to resolve this on my own using all the tips I searched but none of them worked. CEE4-SUPERSTRUCTURE - TRIAL.std

Hello sir, Iam getting instability in joint 63 in the mid of the floor beam. Tried all possible solutions I know off, but cant solve the instability issue. Can you please help me fix this problem. No lateral loads in this building, only gravity loads…

Hello, I was carrying out an analysis for a frame and was informed of instability at a joint. Although i have two pinned joints in 3D model space , i have included releases to take care of out of plane moments and torsion on the top beam. However, the…

nueva1COMB.std Hello, I am making a model and when I run the program I get a warning of ***INSTABILITY AT JOINT 2 DIRECTION = MX *** NOTE - VERY WEAK SPRING ADDED FOR STABILITY What should I do to fix this warning and the note? If you can help me…

I have this instability node warning, Please anyone can help to solve?

after applying floor diaphragm I am getting instability warning at mater joints please check my model and tell how to remove this warning 2061.major1 Wind.STD

I'm currently experiencing instability errors in my Staad model for a concrete slab. ***WARNING - INSTABILITY AT JOINT 2244 DIRECTION =MY ***NOTE - VERY WEAK SPRING ADDED FOR STABILITY ** NOTE** STAAD DETECTS INSTABILITIES AS EXCESSIVE LOSS OF…

Hello, I am getting a warning at a joint that is not restrained. It is an element near a pin support. This model is for a roof slab. I am not sure how to resolve the warning. Any help would be appreciated. Thanks, Pascual 1108.GLM Childrens…

Hello, I am getting the following warning and am not sure how to resolve it. The node is at a corner of the slab and it is pinned. I am not sure why I am even getting an instability in the My direction if I am not supposed to have any moments due to…

Hello, I am getting instabilities in all of the nodes in my plate mesh. I am newer to STAAD and would like some assistance understanding what I am doing wrong. Bin.STD

Hello, I am designing a rooftop dunnage structure in staad pro. In my case, I have beams which are on top of one another in perpendicular directions. So I created a thick post between those beams to act like a stub which has no significance so I modeled…

Hello, I have simply supported beam (pinned at both ends) subjected point load in FY direction(local). Now in spite no load to create moment in X direction (local???), i am getting following warning. ***WARNING - INSTABILITY AT JOINT 2 DIRECTION…

Greetings all ! I have to model a steel structure to support a cement silo with a total load of 2500 MT of cement and 85 MT of silo self weight (total load = 25,850 kN). To take into account the impact of seismic loads, I modeled silo as a dummy member…