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Part B: Design Calculations

I Part B: Design Calculations Table of Contents Part B: Design i Chapter 1: Introduction .. 1-1 Chapter 2 Project Statement .. 2-1 Introduction .. 2-2 Geometric properties .. 2-3 Material properties .. 2-3 Conclusion .. 2-4 Chapter 3 Structural Analysis Influence Line .. 3-1 Introduction to Influence Line method of analysis .. 3-2 Procedure for Determining Influence Line .. 3-2 Tabulate Value Procedure .. 3-2 Influence-Line Equation .. 3-2 Qualitative Influence Line .. 3-3 Influence Lines for the Design of Bridge .. 3-4 Code Prescribed Truck Loads for Design .. 3-8 Shear and Moment Design Envelopes .. 3-10 Conclusion .. 3-12 Reference: .. 3-13 Chapter 4 Design Loads .. 4-1 Introduction .. 4-2 I Girder Specification .. 4-2 CSA S6-14 Design Loads [2] .. 4-3 Dead Load Analysis .. 4-3 Live Load Analysis .. 4-4 ii Load Combinations .. 4-6 AASHTO LRFD 2012 Design Loads [3].

1-1 Chapter 1: Introduction Part B of the design report presents a prestressed concrete interior girder as well as the reinforced concrete deck of a 25-meter bridge.

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Part B: Design Calculations - Department of Civil ...

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conducted in Chapter 3 using the concept of influence line to analyze the impact that moving truck loads could bring to the structure. The truck loads are specified differently in each of the Canadian Highway Bridge Design Code S6-14, AASHTO LRFD 2014 Bridge Design Specification, and Design of Highway Bridges S6-66. Therefore, three

  Code, Design, Part, Impact, Calculation, Part b, Aashto, Lrfd, Design calculations, Aashto lrfd, Design code

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