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Load Case 1Suspension Bridge DesignSan Jose del RioINPUT DATA (in RED)Horizontal SpanL (m)293.5443.9654.225Proposed Deflection%46.9317.283.181Proposed Deflectionh (m)1.16Tower HeightH (m)3.965Tower to AnchorL1 (m)7.28Anchor AngleF (deg)28.5746049901Sin F0.4783026656Cos F0.8781950581Tan F0.5446428571Gravitational Accelerationg (m/s/s)9.81Wind Load Factorf1.15Safety FactorS4Deckway and Cables Mass per metreMd (Kg/m)40.7Tower Compression StrengthC (N)1823094Load CaseDescriptionPoint MassPoint ForcePoint Force on 1 CableLocationNo.M (Kg)F (N)F/2 (N)x (m)1People50049052452.514.5Main Cable and Load DetailsCable DiameterCable DiameterCable mass per metreCable force per metreCable Tensile StrengthDeckway and Cables Mass per metreDeckway and Cables Force per metre/cableTotal Distributed Load (inc. wind)Cable TypeCable DiameterMilimetres (mm)Metres (m)Mc (Kg/m)wc (N/m)NewtonsMd (Kg/m)wd (N/m)W = (wd + wc + F/L) x fmm80.0080.212.063433540.7199.63329.2018100.010.3823.755665340.7199.63331.14210160.0160.848.2413734040.7199.63336.3130180.0181.06310.4317382140.7199.63338.8340200.021.52814.9922661340.7199.63344.07520300.032.9528.9448286440.7199.63360.1163057.20.057212.479122.42185045140.7199.63467.61757.2RF SummaryParabola (including point load distributed)ParabolaCable DiameterMain CableMain CableMain Cable AngleSin qCos qTan qTension at Low PointTension at High PointTension in Anchor CableTower ReactionAnchor Reaction (Vert.)Anchor Reaction (Hor.)MilimetresCentreTowerAnchor CableTowerq (Deg)T0 (N)T (N)T1 (N)R3 (N)R1 (N)R2 (N)(mm)TensionTensionTensionCompression9.090.15800.98740.160029834302133397221022162492983480.290.280.2521.689.090.15800.98740.1600300103039134172211461634530010100.470.470.4121.559.090.15800.98740.1600304783086634705214761660030478161.131.110.9921.229.090.15800.98740.1600307063109734965216371672430706181.421.401.2421.069.090.15800.98740.1600311813157835506219721698331181201.821.791.6020.749.090.15800.98740.1600326353305037162229961777532635303.703.653.2519.829.090.15800.98740.160042378429174825529861230814237857.210.9210.789.5915.26RF SummaryCable with Point Load at CentreCable with Point Load at Centre (only the point load)Main Cable AngleSin qCos qTan qTension in Main CableTension in Anchor CableTower ReactionAnchor Reaction (Vert.)Anchor Reaction (Hor.)Cable DiameterMain CableAnchor CableTowerq (Deg)T (N)T1 (N)R3 (N)R1 (N)R2 (N)Milimetres (mm)TensionTensionCompression4.570.07970.99680.08001537717454957583481532880.560.4947.604.570.07970.99680.080015377174549575834815328100.920.8147.604.570.07970.99680.080015377174549575834815328162.231.9747.604.570.07970.99680.080015377174549575834815328182.832.4947.604.570.07970.99680.080015377174549575834815328203.683.2547.604.570.07970.99680.080015377174549575834815328307.856.9247.604.570.07970.99680.08001537717454957583481532857.230.0826.5047.60RF SummaryCombined LoadsCombined LoadsCable DiameterMain CableMain CableTension at Low PointTension at High PointTension in Anchor CableTower ReactionMilimetresCentreTowerAnchor CableTowerT0 (N)T (N)T1 (N)R3 (N)(mm)TensionTensionTensionCompression4521145590514263059780.190.190.1714.9045387457695162630721100.310.310.2714.8445855462435215931051160.750.740.6614.6846083464745241931211180.940.940.8314.6046559469555296031546201.221.211.0714.4548012484275461632571302.512.492.2113.995775558294657093943657.28.017.947.0411.56Cable ShapeParabolaPoint LoadDistance From CentreHeightHeightx (m)y (m)y (m)-14.501.1601.160-13.050.9401.044-11.600.7420.928-10.150.5680.812-8.700.4180.696-7.250.2900.580-5.800.1860.464-4.350.1040.348-2.900.0460.232-1.450.0120.1160.000.0000.0001.450.0120.1162.900.0460.2324.350.1040.3485.800.1860.4647.250.2900.5808.700.4180.69610.150.5680.81211.600.7420.92813.050.9401.04414.501.1601.160
Load Case 1
ParabolaPoint LoadDistance from centre of cable (m)Height of cable (m)Cable Shape
Load Case 2Suspension Bridge Design : San Jose del RioINPUT DATA (in RED)Horizontal SpanL (m)80Proposed Deflection%4Proposed Deflectionh (m)3.2Tower HeightH (m)23.5443.9654.225Tower to AnchorL1 (m)26.9317.283.181Anchor AngleF (deg)45Sin F0.7071067812Cos F0.7071067812Tan F1Gravitational Accelerationg (m/s/s)9.81Wind Load Factorf1.15Safety FactorS4Deckway and Cables Mass per metreMd (Kg/m)24Post Compression StrengthC (N)0Load CaseDescriptionPoint MassPoint ForceLocationNo.M (Kg)F (N)x (m)2People0014.5Main Cable and Load DetailsCable DiameterCable DiameterCable mass per metreCable force per metreCable Tensile StrengthDeckway and Cables Mass per metreDeckway and Cables Force per metreTotal Distributed Load (inc. wind)Milimetres (mm)Metres (m)Mc (Kg/m)wc (N/m)NewtonsMd (Kg/m)wd (N/m)W = (wd + wc + F/L) x f80.0080.212.063433524117.72137.75100.010.3823.755665324117.72139.69160.0160.840.0013734024117.72135.38180.0181.0630.0017382124117.72135.38200.021.52814.9922661324117.72152.62300.032.9528.9448286424117.72168.6657.20.057212.479122.42185045124117.72276.16RF SummaryParabola (including point load distributed)ParabolaCable DiameterSuspension CableSuspension CableSuspension Cable AngleSin qCos qTan qTension at Low PointTension at High PointTension in Anchor CableTower ReactionAnchor Reaction (Vert.)Anchor Reaction (Hor.)MilimetresCentreTowerAnchor CableTowerq (Deg)T0 (N)T (N)T1 (N)R3 (N)R1 (N)R2 (N)(mm)TensionTensionTensionCompression9.090.15800.98740.160034437348754870139947344372824780.250.250.180.009.090.15800.98740.1600349223536649387405093492228644100.410.400.290.009.090.15800.98740.1600338453427547863392603384527761161.011.000.720.009.090.15800.98740.1600338453427547863392603384527761181.281.270.910.009.090.15800.98740.1600381543863953958442593815431296201.481.471.050.009.090.15800.98740.1600421654270159630489114216534585302.862.832.020.009.090.15800.98740.160069040699189763780086690405663057.26.706.624.740.00RF SummaryCable with Point Load at CentreCable with Point Load at Centre (only the point load)Suspension Cable AngleSin qCos qTan qTension in Suspension CableTension in Anchor CableTower ReactionAnchor Reaction (Vert.)Anchor Reaction (Hor.)Cable DiameterSuspension CableAnchor CableTowerq (Deg)T (N)T1 (N)R3 (N)R1 (N)R2 (N)Milimetres (mm)TensionTensionCompression4.570.07970.99680.08000000080.000.000.004.570.07970.99680.080000000100.000.000.004.570.07970.99680.080000000160.000.000.004.570.07970.99680.080000000180.000.000.004.570.07970.99680.080000000200.000.000.004.570.07970.99680.080000000300.000.000.004.570.07970.99680.08000000057.20.000.000.00RF SummaryCombined LoadsCombined LoadsCable DiameterSuspension CableSuspension CableTension at Low PointTension at High PointTension in Anchor CableTower ReactionMilimetresCentreTowerAnchor CableTowerT0 (N)T (N)T1 (N)R3 (N)(mm)TensionTensionTensionCompression3443734875487013994780.250.250.180.0034922353664938740509100.410.400.290.0033845342754786339260161.011.000.720.0033845342754786339260181.281.270.910.0038154386395395844259201.481.471.050.0042165427015963048911302.862.832.020.006904069918976378008657.26.706.624.740.00Cable ShapeParabolaPoint LoadDistance From CentreHeightHeightx (m)y (m)y (m)-403.2003.200-362.5922.880-322.0482.560-281.5682.240-241.1521.920-200.8001.600-160.5121.280-120.2880.960-80.1280.640-40.0320.32000.0000.00040.0320.32080.1280.640120.2880.960160.5121.280200.8001.600241.1521.920281.5682.240322.0482.560362.5922.880403.2003.200
TowerHeightSpan LR1R4R2R3R6R5TowerAnchor CableMain CablePoint Load WTower to AnchorDeflection hFqpoint loadqparabolaT1T0T
Load Case 21.161.160.93961.0440.74240.9280.56840.8120.41760.6960.290.580.18560.4640.10440.3480.04640.2320.01160.116000.01160.1160.04640.2320.10440.3480.18560.4640.290.580.41760.6960.56840.8120.74240.9280.93961.0441.161.16
ParabolaPoint LoadDistance from centre of cable (m)Height of cable (m)Cable Shape
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