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CHAPTER 3 OADS AND LOAD COMBINATIONS - Caltrans

bridge DESIGN PRACTICE FEBRUARY 2015. CHAPTER 3. LOADS AND load COMBINATIONS . TABLE OF CONTENTS. INTRODUCTION .. 3-1. load 3-1. load DEFINITIONS .. 3-3. Permanent Loads .. 3-3. Transient Loads .. 3-3. PERMANENT load APPLICATION WITH EXAMPLES .. 3-3. Dead load of Components, DC .. 3-5. Dead load of Wearing Surfaces and Utilities, DW .. 3-5. Downdrag, DD .. 3-6. Horizontal Earth Pressure, EH .. 3-6. Vertical Pressure from Dead load of Earth Fill, EV .. 3-7. Earth Surcharge, ES .. 3-7. Force Effect Due to Creep, CR .. 3-7. Force Effect Due to Shrinkage, SH .. 3-7. Forces from Post-Tensioning, PS .. 3-8. Miscellaneous Locked-in Force Effects Resulting from the Construction Process, EL .. 3-9. TRANSIENT load APPLICATION WITH EXAMPLES .. 3-9. Vehicular Live load , LL .. 3-9. Vehicular Dynamic load Allowance, IM .. 3-15. Vehicular Braking Force, BR .. 3-15. Vehicular Centrifugal Force, CE .. 3-16. Live load Surcharge, LS .. 3-17. Pedestrian Live load , PL .. 3-18. Uniform Temperature, TU.

BRIDGE DESIGN PRACTICE FEBRUARY 2015 B Chapter 3 – Loads and Load Combinations 3-5 3.3.1 Dead Load of Components, DC The dead load of the structure …

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