German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
ideCAD Static 6.50 Beta new version
- Thread starter HakanŞahin
- Start date
In the project I added 1) The mounting reinforcement and top support reinforcements of some beams on the basic application page are drawn without a square. I'm making a mistake somewhere. 2) I activate the bend upper reinforcement icon in the raft foundation expansion, but when I receive the drawing, the upper reinforcements are drawn straight. Good luck with.
HakanŞahin
Administrator
Hello,
The drawing is suitable for TDY, there is no problem. Clamping length in the column>= lb or 50fi" condition. If we look for K108 on the sheet you refer to; On the left support => Since the mounting reinforcements are 12, 50fi=60 cm <70-spacers, no miter can be made. (7O left support width) On the left support => straight reinforcements are 14', 50fi= 70cm > 70-spacers, so the square is made. On the right support => Since the mounting reinforcements are 12-mesh, 50fi=60 cm <75-spacers, the square is not made. (75 right support width) Right on the support => Flat rebars are 14', 50fi= 70cm < 75-spacers, so no miter can be made"zeki78":2c6o8bed" said:the mounting reinforcements and upper support reinforcements of some beams are drawn without a square. I am making a mistake somewhere.
"zeki78":2c6o8bed" said:I activate the upper reinforcement bend icon in the raft foundation expansion, but when I receive a drawing, the upper reinforcements are drawn straight.[/ quote] I was able to. In the project you added; 1. Select the raft tiling. 2. Click on the reinforced concrete account axis edit. 3. In the dialog that opens, check the bend for upper reinforcement option. 4. Click the OK button. 5 Get the basic application drawing 6. The top reinforcements are also curved.
Thank you for your interest, Mr. I solved the raft foundation as you said, thanks. I want to add one more thing. In the same project, if we look at the K304 beam, the beam squares are written as 20 cm and 28 cm, and the beam squares are written as 20 cm and 28 cm. And I applied the beam miter length as b>=beam height/1.4. Good luck with.
HakanŞahin
Administrator
There is no problem here either. You b> You have chosen =h/1.4, it is true, but in total, a+b>=lb is taken according to tdy. Since a is determined according to column width, b (beam miter values) must change accordingly for a+b=>lb. The value of b is already taken greater than b=>h/4."zeki78":1u4wtn4f" said:These beams are all 30 cm high. And I applied the beam miter length as b>=Beam height/1.4.
First of all, I would like to thank the ideyapi family for their work. I have a few problems, I would be glad if you could help: - I entered my last project in v 6.5 and defined the foundation of the building as raft raft foundation, but I could not find the safety results of the raft foundation. Is there a deficiency in the program or did I find it? - I tried to take a section manually, but the section command appears passively in the program menu. - Another problem that has arisen since the beginning of version 6 is that when I want to clone an object manually at different intervals, when the perpendicularity is achieved by holding down the shift key, although the first object is cloned vertically, there are shifts in the perpendicularity of the objects. Thanks in advance for your help...
Levent Özpak
New Member
Hello,
-After the analysis on the rafter raft foundation, raft flooring The G and Q values calculated on the raft slab express the fixed and live loads coming from the superstructure to that raft floor compartment. The sum of these values also indicates the stress on that raft floor. In the Rat Foundation Static and Reinforced Concrete Calculation Report, the sum of the values written in the G/Q column as an absolute value also expresses the stress value formed by the vertical loads in that raft slab.I entered my last project in v 6.5 and defined the foundation of the building as rafter raft foundation, but I could not find the safety results of the raft foundation. Is there a deficiency in the program or is it me?
-If you are talking about the Pattern/Foundation plan Section command in the drawing menu, this command becomes active in the formwork plan and basic application plan window.- I tried to slice manually, but the slice command appears inactive in the program menu.
-I could not create this problem you mentioned in the program. More detailed information is needed. If possible, it would be more explanatory if you show a small example on one. Good workAnother problem that I have since the beginning of version 6 is that when I want to clone an object manually at different intervals, when perpendicularity is achieved by holding down the shift key, although it clones the first object vertically, there are shifts in the perpendicularity of the objects in its continuity.
Levent Özpak
New Member
When executing the clone command, the alignment of the objects depends on the given base point. If you give the base point the same point in every cloning operation, you will not encounter the problem you mentioned. For example, in the picture you add, you can give the base point to the left end of the line each time. In this case, all texts will be aligned. Good work
Levent Özpak
New Member
You don't need to use parallel and perpendicular reference commands.You can still clone in line by holding down the shift key."SKUSCU":26e680qa" said:parallel - perpendicular commands or reference line is possible to do as you say, but in v 5 it was enough to hold shift without the need for them. Thank you for your help, take it easy....
You do not have permission to view link
Log in or register now.