Transcription of CHAPTER 3 OADS AND LOAD COMBINATIONS - Caltrans
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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.
BRIDGE DESIGN PRACTICE FEBRUARY 2015 B Chapter 3 – Loads and Load Combinations 3-3 3.2 LOAD DEFINITIONS 3.2.1 Permanent Loads Permanent loads are defined as loads and forces that are either constant or
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DESIGN LOADS FOR PERMANENT, DESIGN LOADS FOR PERMANENT FOUNDATIONS, DESIGN, STRUCTURAL DESIGN, Permanent loads, Loads, CE 382 L2 - Loads, 10: Minimum Design Loads for Buildings, Structure Design Loads, Introduction, CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 4 - STRUCTURAL MODELING AND ANALYSIS, Chapter 4 – Structural Modeling and Analysis