Tomfh
Structural
- Feb 27, 2005
- 3,443
Hi,
In my office we call up beam reinforcing on beam elevations. I have seen other office's drawings where the reo is called up on plan.
Which way is more common, and which way do you believe is better in general?
In my office we call up beam reinforcing on beam elevations. I have seen other office's drawings where the reo is called up on plan.
Which way is more common, and which way do you believe is better in general?