INFLUENCE LINES: THEIR PRACTICAL USE IN BRIDGE CALCULATION

By: Material type: TextTextPublication details: LONDON: CONSTABLE & COMPANY LTD., 1947Description: 209P; ILLUSTSubject(s):
Contents:
1. Reaction and shear influence lines (simple beam). 2. Bending moment influence lines (simple beam). 3. Cantilever plate girders. 4. Method of section and moments. 5. The effects of cross girders and stringers. 6. Influences lines for the members of a bowstring girder. 7. 63-FT.Span plate girder railway bridge. 8. Light truss road bridge. 9. Braced cantilever and suspended span road bridge. 10. Three-pinned parabolic arch rib. 11. Three-pinned spandrel-braced arch. 12. Baltimore trusses. 13. Miscellaneous trusses. 14. Bridge loading and impact. 15: Influences lines for deflections.
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Item type Current library Collection Call number Copy number Status Date due Barcode
Monograf JPS HQ Library Main Library General Collections CE 624.21.07 STE (Browse shelf(Opens below)) 1 Available 1000000856

1. Reaction and shear influence lines (simple beam). 2. Bending moment influence lines (simple beam). 3. Cantilever plate girders. 4. Method of section and moments. 5. The effects of cross girders and stringers. 6. Influences lines for the members of a bowstring girder. 7. 63-FT.Span plate girder railway bridge. 8. Light truss road bridge. 9. Braced cantilever and suspended span road bridge. 10. Three-pinned parabolic arch rib. 11. Three-pinned spandrel-braced arch. 12. Baltimore trusses. 13. Miscellaneous trusses. 14. Bridge loading and impact. 15: Influences lines for deflections.

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