Hi
Ive got a couple of questions:
1. Can I find anywhere offline help for Robot sam as ASD (asd_help_2013_english_win_64_32bit)?
2. I need to show to some of my professors how robot works, calculations and what is considered into calculations, so where i can find these informations, ive found something on wiki-robot and on this forum. Especially I need how robot calculate slab reinforcement, slab deflection, torsion in beams, slenderness in RC, creep coefficient,and everything what is considered into calculations. i am a little confused how robot calculate required and provided reinforcement. I know I ask a lot and i think a lot of this is answered in forum (Ive been already found something, but i cant find know 😞 ). You should think about making something with all these on one place - maybe read only topic and im sure youll have fewer questions regerding this.
3. Ive also found on forum this tutorial which is great. Are there any of this RCSlabNL.doc (see attachmen)???
4. Why robot gives me wire laps in slabs lower than 45 cm (which is minimum I THINK according to EC2)?
5. Can you explain me how RC modules are using my load combinations, isnt it easier just to use my combinations instead impoting loads in RC module (like some softwares ive used), maybe it is same thing but im also little confused with this?
And again, thanks for your time, you're great!!!
5. Can you explain me how RC modules are using my load combinations, isnt it easier just to use my combinations instead impoting loads in RC module (like some softwares ive used), maybe it is same thing but im also little confused with this?
If you have manual combinations:
2. I need to show to some of my professors how robot works, calculations and what is considered into calculations, so where i can find these informations, ive found something on wiki-robot and on this forum. Especially I need how robot calculate slab reinforcement, slab deflection, torsion in beams, slenderness in RC, creep coefficient,and everything what is considered into calculations. i am a little confused how robot calculate required and provided reinforcement. I know I ask a lot and i think a lot of this is answered in forum (Ive been already found something, but i cant find know 😞 ). You should think about making something with all these on one place - maybe read only topic and im sure youll have fewer questions regerding this.
I do not know what you mean. Design calculations are based on code rules \ formulas.
3. Ive also found on forum this tutorial which is great. Are there any of this RCSlabNL.doc (see attachmen)???
?????????
1. Can I find anywhere offline help for Robot sam as ASD (asd_help_2013_english_win_64_32bit)?
Only online available.
4. Why robot gives me wire laps in slabs lower than 45 cm (which is minimum I THINK according to EC2)?
Example file please.
2. Sorry for complicating, my english is not perfect. I ment something like message 4 in this topic: http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Crack-width-calculation-for-reinforced-concr... and topics like that, if there are more like this can you give me links. For Eurocode only.
And also what is considered in calculations for required and provided reinforcement. I am interested also in all robot limitations.
3. I ment on file in attachment in message 2 by Arthur in topic: http://forums.autodesk.com/t5/Autodesk-Robot-Structural/elastic-and-nonelastic-slab-deflection-verif...
Can I find somewhere more tutorials like this?
4. see attachment
5. That is my question, why we need to import combinations, ive already made combinations for whole structure, I'm just confused a little with this
2. Sorry for complicating, my english is not perfect. I ment something like message 4 in this topic: http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Crack-width-calculation-for-reinforced-concr... and topics like that, if there are more like this can you give me links. For Eurocode only.
Not available for EC.
3. I ment on file in attachment in message 2 by Arthur in topic: http://forums.autodesk.com/t5/Autodesk-Robot-Structural/elastic-and-nonelastic-slab-deflection-verif...
Can I find somewhere more tutorials like this?
Rather not.
4. see attachment
I wanted the file, not screen shot.
5. That is my question, why we need to import combinations, ive already made combinations for whole structure,
You may import simple cases and programs will generate combinations according to standard rules.
Really thanks for your help, i appreciate it.
Model is on link: http://www.4shared.com/file/cHkYa9zy/za_ploce.html? try plate 460 for example