Ddebnath
Structural
- Apr 27, 2003
- 1
Hi
I am working on a bridge where the superstructure is pony truss with corrugated metal deck. I am using the existing abutment which is in very good shape. The existing abut. will be cut like 2-3 ft and anchored with a new abutment cap and grouted. How do I calculate the number and spacing of anchored bars and the anchored depth? Any idea where can I find the design guidelines?
Thank you in advance.
I am working on a bridge where the superstructure is pony truss with corrugated metal deck. I am using the existing abutment which is in very good shape. The existing abut. will be cut like 2-3 ft and anchored with a new abutment cap and grouted. How do I calculate the number and spacing of anchored bars and the anchored depth? Any idea where can I find the design guidelines?
Thank you in advance.