桥梁桩基础计算书,桥梁桩基础计算

桥梁桩基础计算书,桥梁桩基础计算

BridgepilefoundationcoursedesignBridgepilefoundationcoursedesign1.计算恒载（计算每根桩的反作用力）1.横向荷载反作用力ofupperstructureN1N1=2350=1175kN2，coverbeam自重反作用力N2N2=350=175kN3，系统梁自重反作用力N1.Calculationofdeadload（计算每根反作用力）pile)Bridgepilefoundationcalculationbook8CoursedesignofbridgepilefoundationCoursedesignofbridgepilefoundation1.Calculationofdeadload(calculationofreactionforceofeachpile)1.UpperpartStructuraltransverseloadreactionforceN1N1=2350=1175kN2.

∪＾∪ (完整版)PileFoundationDesignCalculationBook.docx,Page1DesignTaskDesignDataDesignRequirementsforPileFoundationBearingLayerDeterminationofPileLengthDeterminationoftheBearingCapacityofaSinglePileDeterminationoftheVerticalBearingCapacityofaSinglePileDeterminationoftheNumberofCompositeBridgePileFoundationCalculationBookforLayoutandCapDesign.d的设计任务ocx,BridgePileFoundationCourseDesignBridgePileFoundationCourseDesign,DeadLoadCalculation(CalculationofReactionForceofEachPile)1.SuperstructuretransverseloadreactionforceN11Nren—2350=1175kN22.Self-weightreactionforceofcoverbeam

1.CoursedesignofbridgepilefoundationCoursedesignofbridgepilefoundation1.Calculationofdeadload(calculationofreactionforceofeachpile)1.横载reactionforceofupperstructureN1N1=1x2350=1175kN22.coverbeam自重反作用力N2N2=1x350=175kN23.Tiebeam自重反作用力N31X25XBasicengineeringcoursedesignBasicengineeringcoursedesign1.Designtopic:1.Designtopic:DesignandcalculationofabridgepierpilefoundationDesignandcalculationofacertainbridgepierpilefoundation2.Designinformation:2.Designdata:30m29.9m29设计资料：30m29.9m29

(编)桥桩基础计算书桥梁桩基础课程设计桥梁桩基础课程设计1.计算静载(calculationofthereactionforceofeachpile)1.上部结构横向荷载反作用力N1N1=2350=1175kN2.盖梁自重反作用力N2N2=350=175kN3.桥墩设计计算书ilefoundationFoundation工程课程design1.Designtopic:ﻩPierpilefoundationdesignandcalculationofacertainbridgeII. 设计信息：某桥上部结构采用预应力箱梁，标准跨度30m，梁长29.9m，计算跨度29m