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An Introduction to Substructure Post-Tensioned Highway Box Girders for Professional Engineers
| AUTHOR | Guyer, J. Paul |
| PUBLISHER | Independently Published (11/07/2023) |
| PRODUCT TYPE | Paperback (Paperback) |
Description
Introductory technical guidance for civil engineers, highway engineers, bridge engineers and structural engineers interested in design of concrete bridge substructures. Here is what is discussed: 1. INTRODUCTION, 2. BENDING MOMENTS CAUSED BY UNIT EFFECTS, 3. DEAD LOAD-DC (SELF WEIGHT AND BARRIER RAILING), 4. DEAD LOAD-DW (FUTURE WEARING SURFACE), 5. LIVE LOAD-LL (LANE AND TRUCK COMPONENTS), 6. POST-TENSIONING SECONDARY MOMENTS-UNIT PRESTRESSING FORCE, 7. THERMAL GRADIENT (TG)-20 F LINEAR, 8. MOMENTS RESULTING FROM TEMPERATURE RISE AND FALL, 9. MOMENTS RESULTING FROM CONCRETE SHRINKAGE, 10. MOMENTS RESULTING FROM CONCRETE CREEP, 11. BENDING MOMENTS SUMMARIES, 12. POST-TENSIONING FORCE COMPARISON (AFTER ALL LOSSES, WITH THERMAL EFFECTS).
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Product Format
Product Details
ISBN-13:
9798866930814
Binding:
Paperback or Softback (Trade Paperback (Us))
Content Language:
English
More Product Details
Page Count:
34
Carton Quantity:
96
Product Dimensions:
8.50 x 0.09 x 11.00 inches
Weight:
0.30 pound(s)
Country of Origin:
US
Subject Information
BISAC Categories
Technology & Engineering | Civil - Bridges
Descriptions, Reviews, Etc.
publisher marketing
Introductory technical guidance for civil engineers, highway engineers, bridge engineers and structural engineers interested in design of concrete bridge substructures. Here is what is discussed: 1. INTRODUCTION, 2. BENDING MOMENTS CAUSED BY UNIT EFFECTS, 3. DEAD LOAD-DC (SELF WEIGHT AND BARRIER RAILING), 4. DEAD LOAD-DW (FUTURE WEARING SURFACE), 5. LIVE LOAD-LL (LANE AND TRUCK COMPONENTS), 6. POST-TENSIONING SECONDARY MOMENTS-UNIT PRESTRESSING FORCE, 7. THERMAL GRADIENT (TG)-20 F LINEAR, 8. MOMENTS RESULTING FROM TEMPERATURE RISE AND FALL, 9. MOMENTS RESULTING FROM CONCRETE SHRINKAGE, 10. MOMENTS RESULTING FROM CONCRETE CREEP, 11. BENDING MOMENTS SUMMARIES, 12. POST-TENSIONING FORCE COMPARISON (AFTER ALL LOSSES, WITH THERMAL EFFECTS).
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