Civillery Zone, On this daywewill shareabout the design ofbridge. Especiallydesigned thebridgeaccording to theAASHTO-LRFD specifications. LoadandResistanceFactorDesign(LRFD) according tocode2005 isthenominalstrengthisMultipliedbyaresistancefactor, andtheresultingdesignstrengthisthenrequiredtoequalorexceedtherequiredstrengthdeterminedbystructuralanalysisfor theappropriateLRFDloadcombinationspecifiedby theapplicablebuilding code. LRFDis commonly usedto designstructures withsteelelements. in the designof steel structuresthere are twophilosophiesthat are oftenused isbased planningworking voltage/AllowableStressDesign(ASD) and limit states design/ LoadResistanceFactorDesign(LRFD). ASDmethodhas been usedin aperiod of approximately100 yearsin the designof steel structures.And thelast20 yearsof design principlessteel structurebegan to turn tothe concept ofLRFDmuch morerationalbasedon the concept ofprobability. For thosewhowish to havethe fileplease downloadat the linkbelow. Its contentsare asfollows :
Background and Theoritical Basis of LRFD
Chapter 1 Introduction
Chapter 2 General Design Location Features
Scope
Definitions
Location Features
Foundation Investigation
Design Objectives
Hydrology ang Hydraulic
Chapter 3 Load and Load Factors
Load Factors and Load Combinations
Load Factors for Construction Loads
Load Factors for Jacking and Post-Tensioning Forces
Common Load Combinations
Dead Loads
Live Loads (vehicle loads, braking loads, pedestrian loads and centrifugal Loads)
Fatigue and Fracture Considerations
Wind Loads
Eatrhquake Effects
Effects Due to Superimposed Deformations
Chapter 4 Structural Analysis and Evaluation
Acceptable Methods of Structural Analysis
Approximate Methods of Analysis
Load Case Study (problems and solutions of bridge design)
0 comments:
Post a Comment