LIMIT-STATE DESIGN OF PRESTRESSED CONCRETE
Material type:
- 620.137 G993L
Item type | Current library | Collection | Call number | URL | Copy number | Status | Date due | Barcode | Item holds | |
---|---|---|---|---|---|---|---|---|---|---|
![]() |
PK Kelkar Library, IIT Kanpur | COMPACT STORAGE (BASEMENT) | 620.137 G993L (Browse shelf(Opens below)) | Link to resource | v. 1 | Available | A46770 |
Total holds: 0
Browsing PK Kelkar Library, IIT Kanpur shelves, Collection: COMPACT STORAGE (BASEMENT) Close shelf browser (Hides shelf browser)
No cover image available | No cover image available | No cover image available | No cover image available | No cover image available |
![]() |
No cover image available | ||
620.137 F317r RECOMMENDATIONS FOR THE APPROVAL, SUPPLY AND ACCEPTANCE OF STEELS FOR PRESTRESSING TENDONS | 620.137 F664i INTERPRETATION OF SHEAR AND BOND IN REINFORCED CONCRETE | 620.137 F664i INTERPRETATION OF SHEAR AND BOND IN REINFORCED CONCRETE | 620.137 G993L LIMIT-STATE DESIGN OF PRESTRESSED CONCRETE | 620.137 L553s2 PRESTRESSED CONCRETE | 620.137 L579p2 Precast concrete | 620.137 Yo85r3 REINFORCED CONCRETE |
Contents : V. 1. The Design Of The Section
There are no comments on this title.
Log in to your account to post a comment.