Opinions questions about using ideCAD Static 7

-UNLESS CHANGES HAVE BEEN MADE IN THE LADDER DRAWINGS. FLOOR THICKNESS IS NOT VISIBLE ON THE PRINTABLES. STEP WIDTH AND RIFT HEIGHT DO NOT MATCH. IT IS PLACING THE REINFORCEMENTS STRAIGHTLY. THE SECTIONS ARE WRONG.
 
Version 7 command line commands: Multi Line =l Polyline =l Circle =c Circle =c Arc-3 Point =a Arc-3 Point =a Zoom Rectangle =z Zoom Window =z Path =p Route Segments =i Undo =u Undo =u Redo =rd Forward= rd Axis =x Axis =x Beam =b Beam =k Shearwall =sw Curtain =pa Dome =dm Dome =ku Stair =st Stair =md Column =cc Column =kl Move =m Move =ta Copy =cp Copy =ko Clone =cl Clone =kn Array =ar Duplicate Object =co Slab =s Tile =d Slab Edge =se Tile edge =til Free Dimension =df Free Dimension =sö Outside Dimension =do Outer Dimension =dö Inside Dimension =di Internal Dimension =iö Offset =o Offset =o Revision Cloud =revc Revision Cloud =revc Simple Hatch =ph Parametric Scan =ph Hatch =uh Defined Scan =uh Bitmap Hatch =bh Bitmap Scan =bh Text =dt Text =dt Format Text =t Format Text =t Format Text =mt Format Text =mt Pile =pl Pile =kz Door/Window =dw Door/Window =kp Story Settings =ss Floor General Settings =kg Story Copy =sc Copy Floor =kk Materials =ma Materials =ma Library =li Library =kt
 
"excalibur_24":26hm7woj" said:
- ANALYZING STAIRS IN THE PROJECT WHY DOES IT NOT LOOK ON ONLY IN THE SIZE? WHY DOES IT NOT COME INTO THE MOLD PLAN?
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You need to define a reinforced concrete calculation axis for the staircase. (With the Edit Ladder Support Conditions command) If you are analyzing with the full rigid diaphragm option, you need to make a ladder analysis for the quantity... You have to place the ladder yourself in the formwork plan for now...
 
good luck to all users. I'm having a hasp problem, when installing it, it gives an error while installing hasp in the 64 bit version, then it continues. After the program is installed, the program opens and closes itself.
 
"batifon":38qb474u" said:
good luck to all ide users. I have a hasp problem while installing it, it gives an error while installing hasp in 64 bit version, then it continues. After the program is installed, the program opens and closes itself why
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As we talked, the avast program does not run the program. The program is currently running....
 
You need to define a reinforced concrete calculation axis on the ladder. Have you defined? If you are analyzing with the semi-rigid diaphragm option, you need to arrange the support conditions since the ladder will be solved together with the structure. (With the Edit Stair Support Conditions command) If you are analyzing with the full rigid diaphragm option, you need to make a ladder analysis for the quantity... You have to place the ladder on the formwork plan yourself for now... YES I EDIT THE SUPPORT CONDITIONS. WITH FULL RIGID DIAPHRAGM I WAS DOING. NOW, I ANALYZED WITH SEMI-RIGID DIAPHRAGM. ANALYSIS CANNOT BE COMPLETED. I'M USING WINDOWS 7.
 
You need to define a reinforced concrete calculation axis on the ladder. Have you defined? If you are analyzing with the semi-rigid diaphragm option, you need to arrange the support conditions since the ladder will be solved together with the structure. (With the Edit Stair Support Conditions command) If you are analyzing with the full rigid diaphragm option, you need to make a ladder analysis for the quantity... You have to place the ladder on the formwork plan yourself for now... I DID A SEPARATE ANALYSIS ALSO IN THE FULLY RIGID DIAPHRAGM. REINFORCEMENT QUANTITY IS INCLUDING.
 
In the semi-rigid diaphragm solution, you will need more memory usage as the slab-beam-panel whole structure is solved together. While the program is analyzing, it writes how much memory is needed in the analysis statement. Depending on the number of elements in the project for the semi-rigid diaphragm solution; We want a minimum of 8 Gb Ram, we recommend 16 Gb ram. There is a case that the stuttering in the modal analysis is due to insufficient memory. If the project comes, we can write a definitive answer...
 
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