I can't do ladder calculation in idestatic 6 demo

[izmirlimuhendis]

friends, I draw a ladder from the drawing, then I go into the ladder analysis and calculate shear forces, moments and so on. It's doing the analysis, but I can't see anything in the drawings or the reports, what do you think the reason could be?

 

[Levent Özpak]

I draw a ladder from friends, then I go into ladder analysis and calculate shear forces, moments and so on. It's analyzing, but I can't see anything in the drawings or reports. In order to get the reports, you need to draw the reinforcement axes of the "Draw reinforced concrete calculation axis command for stairs" in the stair auxiliary toolbar. You can watch how to draw the stair reinforcement axes from the link below. ladder_hesabi_ve_donati_cizimi/staircase_hesabi_ve_donati_cizimi.html]http://www.idecad.com.tr/destek/egitim6 ... izimi.html[/url] Good work

 

[izmirlimuhendis]

thank you i got it done

 

[muhendis35]

When I want to receive a ladder report because "the number of modes included in the dynamic account is insufficient" in the ladder account, I get a tick when I receive the report. I'm looking at what is this, it says the number of modes can be defined in the project general settings, but I couldn't find a place to define it.. I would appreciate it if you could help me.. thanks in advance

 

[Levent Özpak]

When I want to receive a ladder report because "the number of mods included in the dynamic account is insufficient" in the ladder account, it comes with a tick when I get the report. I am looking for it, it says the number of modes can be defined in the project general settings, but I could not find a place to define it. ..I will be glad if you can help..thanks in advance

Hello, You are encountering this warning in the report because you have solved your staircase in an empty project that does not have any bearing elements such as columns, beams, etc. This warning will be removed when you place 1 column in the project and perform a general analysis. Good work.

 

[muhendis35]

hmmm... I didn't try it before... well, when we place the ladder while solving normal construction, does the program really transfer loads to the column beam we place the ladder because of the ladder?...2. my question is, if we wanted to change the number of mods, where and how would we change it... I would like to thank you for your CVs and also for your interest and relevance ...

 

[Levent Özpak]

hmm...I didn't try it before...well, when we place the ladder while solving normal structure, does the program really load the column beam we place the ladder on because of the ladder?...My 2nd question is to change the mode number. If we wanted to, how and where would we change it... I would like to thank you for your CVs and for your interest and concern ...

hmm...I haven't tried it before...well When solving the normal structure, when we place the ladder, does the program really transfer the load to the column beam we place the ladder because of the ladder?...2. My question is, if we wanted to change the number of modes, where and how would we change it... I would like to thank you for your CVs and your interest ...

-Stairway loads are not automatically transferred to the carrier elements, you must enter them. -You can change the number of mods from the dialog that opens when you click the Properties line from the right-click menu above the Analysis / Modal Analysis Cases / Modal line in the Structure Tree.

 

[muhendis35]

hmmm..thank you for your answers..so why doesn't he take the loads from the stairs, that is, there is no humor in solving it by putting a ladder there, so is he dead?

 

[cassabotanic]

hm..thank you for your answers..so why doesn't he take the loads from the stairs, so there is no humor in putting a ladder there and solving it, so he's dead?

He has a joke: hundreds You make the static calculations of the type ladder, make the reinforced concrete, calculate the reinforcement, and take the detail drawings and quantity.

 

[muhendis35]

hmm...I haven't tried it hard before...well, when we are solving the normal structure, when we place the ladder, the program really transfers the load to the column beam where we place the ladder because of the ladder. muu?... 2. my question is, if we wanted to change the number of mods, where and how would we change it... I would like to thank you for your CVs and your interest ...

hmm...I haven't tried it before. ...so when we place the ladder while solving the normal structure, does the program really transfer the load to the column beam we place the ladder because of the ladder?... My second question is, if we wanted to change the number of modes, where and how would we change it... I would like to thank you for your answers and your interest. ..

-Stairway loads are not transferred to the bearing elements automatically, you have to enter them. -You can change the Mode Number from the dialog that opens when you click the Properties line from the right-click menu above the Analysis /Modal Analysis Cases/Modal line in the Structure Tree.

HOW DO YOU ENTER??

 

[admin]

Capitalizing in forum jargon means shouting. Please pay attention to the correct use of Turkish.

 

[Levent Özpak]

How do you enter

??

1-Wall Load and Live Load can be entered in Beam Settings/Static tab. 2- Load can be entered from Structure Tree. Regarding defining load on element from structure tree You can watch the training video from the link below:

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[muhendis35]

Thank you very much for your replies.. I also apologize for the capitalization case.

 

[stanbul]

hello friends, I'm drawing ide static stair ladders, I can define the ladder I want, it's an extremely nice thing, I can define the ladder I want from scratch, but I recently bought a project and I solved it in my hand because it's a revolving ladder, but I'm stuck on it, why can't it solve it. The ladder that is the first one is a ladder that goes up completely 180 degrees and where should I define the account axes.. If anyone knows, can anyone help me to define the account axis as circular? Also, if there is no such command, what is the method of it? respects

 

[Levent Özpak]

Hello, helical ladder reinforcement drawings are not made automatically in the program at the moment. You need to determine the required reinforcement area for the stairs from the 3d frame dialog and make the drawings yourself.

 

[Görkem2007]

Hello, I struggled a bit about the helical ladders (or the circular rotating arm of the ladder) you mentioned, but I could not define a circular calculation axis for the ladder in ideCad Static (licensed version) version 6.54. Is there any way to do this? It has been a long time since the last message of ideCAD experts on this subject. I wonder if you were able to add these "circular/rotary calculation axes" to the program during this time? I wish you good work. Görkem Demircioğlu Civil Engineer Nicosia - TRNC

 

[Levent Özpak]

Hello, Reinforcement drawings of helical ladders are not made automatically in the program. You need to determine the required reinforcement area for the stairs from the 3d frame dialog and make the drawings yourself. Good work