Detailing condition

[Nissar19]

Vow can I solve this problems

There is a problem with distributing the reinforcement due to the bar spacing or the support width too small for bar anchorage.    The anchorage settings can be modified in 'Span Reinforcement Anchorages' dialog box opened from the 'General' tab in the 'Reinforcement Pattern' dialog box 

[Artur.Kosakowski · Accepted solution]

Try to use the standard settings for reinforcement pattern. 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[ce.ahmed.ragab]

I've reverted every setting to default put this message still shows up.. sir if you have any other ideas tell me how to avoid it.

[Artur.Kosakowski · Accepted solution]

Could you attach the file with your beam?

[ce.ahmed.ragab]

here you are sir

note:

** must of beams in my model have this problem

**i tried egyption code of reinforcement eccs-203-2001 ans the british bs-8666-2000

[Artur.Kosakowski]

Could you make a sketch of reinforcement in a 12 cm wide beam cross section including cover and stirrup diameters and bend radius for your intended reinforcement distribution please?

[ce.ahmed.ragab]

thank you very much my friend 

I knew My fault 

I've changed the 12cm width to 15cm and it's ok

I must inform you that here in middle east specially in the residential buildings it is designed and constructed with 12.5 cm width beams considering

1- 8 mm diameter stirrups

2- maximum of main bars 2x16 mm diameter

3- 25 mm cover both sides

4- finally 2.5 (ish) cm free space and aggregate size less than 20 mm

taking care during the boring in site process with the beams to be good treated.

thanks again

[ce.ahmed.ragab]

If i could ask you something else please 🙂

could you quickly revise my model for any mistakes or faults i'll be pleased

excuse me I'm new to BIM and this is my very first RST model

[Artur.Kosakowski]

I'm sorry but  will not be able to do this not only because of time constrains but due to the fact that I'm not familiar with the assumptions of your projects. On the other hand feel free to post (best in separate topics) questions for particular issues you will find during your work. I hope either me or somebody else on the forum will be able to help. 

[Anonymous]

Hello,

Please give an solution for the same problem.

Thanks,

[Artur.Kosakowski]

Hi @Anonymous

You need to have smaller distance between the legs of stirrups.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[ndobbertrand]

I am designing a b=10cm concrete wall  on a strip footing of bf=80cm hf=25cm n h=425 with a span of 3m and to end poles of 25cm squared and length 4m 

It keeps giving me this warning