A platform for research: civil engineering, architecture and urbanism
Continuous steel girder bridge spans santee-cooper tailrace
Highway bridge built across tailrace of power project, near Moncks Corner, SC, was designed for 20,000-psi unit steel stress and to better accommodate necessary skew of piers, four lines of girders rather than two were used, floorbeams and stringers being eliminated; crawler crane on barge assisted by second rig on deck erected 112-140-112-ft central unit and two-span end units.
Continuous steel girder bridge spans santee-cooper tailrace
Highway bridge built across tailrace of power project, near Moncks Corner, SC, was designed for 20,000-psi unit steel stress and to better accommodate necessary skew of piers, four lines of girders rather than two were used, floorbeams and stringers being eliminated; crawler crane on barge assisted by second rig on deck erected 112-140-112-ft central unit and two-span end units.
Continuous steel girder bridge spans santee-cooper tailrace
Eng News-Rec
Gooding, W.J. (author)
Engineering News-Record ; 136
1946
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Santee-Cooper project, South Carolina
Engineering Index Backfile | 1939
|Santee-cooper construction operations
Engineering Index Backfile | 1940
Box-girder bridge with 130-ft spans
Engineering Index Backfile | 1940
|Long girder spans for reinforced concrete bridge
Engineering Index Backfile | 1924