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بسم ل رحن رحيم

2009 STRUCTURE PROJECT

CABLE STAYED BRIDGE 

2 SPANS 160 M FOR EACH  

22 M WIDTH 

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REP RED BY  

OH MED ELGOH RY MOH MED 

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PYLON  

SHAPE A OR DELTA

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CABLES 

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THE DECK 

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BEARINGS 

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MATERIAL ROPERTIES FOR THE  DECK AND PYLONS

COCRETE STRENGTH C28 = 500Kg/cm2

MODULUS OF Elasticity =335 t /cm2 

Poison ratio =0.2

Thermal coefficient =0.00001 

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Properties of stay cables 

Nominal diameter =15.7 mm 

Nominal tensile strength(U.T.S) = 17.7 t/cm2 

Nominal weight =1.18 kg/m 

Modulus of elasticity = 1950 t/cm2 

 Allowable stress in (U.L.S) = 0.6 U.T.S 

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MODELLING AND ANALYSIS

BY SAP 2000

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DEFINE

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LANES

 VEHICLES

 VEHICLES CLASSESS

BRIDGE RESPONSES

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DEFINE 

WIND LOAD  

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O D COMBIN TION FOR WIND LO D

0.9(1.35D.L+ 1.35 VEHICLE+0.9 W.L) 

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DEFINE  

EARTHQUAKE LOAD CASE 

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LOAD COMBINATION FOR EQ  

( D.L + 0.2 VEHICLE+1.0 EQ)

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LOAD CASE OF

TORSION

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TORSION  

2 LANES -1 WAY OCCUPY  

OTHER 2 LANES ARE EMPTY 

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  LOAD CASE OF 

TORSION

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TORSION

2 OUTER LANES OCCUPY 

OTHER LANES EMPTY  

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FINAL

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FINAL

RESULTS 

THE DECK

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THE DECK  

KN 107784.905- MAX AXIAL FORCE =

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MOMENT 

MAX +ve MOMENT=140513.3679 KN.M

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MAX –

 ve MOMENT = -130005.346 KN.M

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TORSION 

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MAX TORSION =10965.1112 KN.M  

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SHEAR 

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MAX SHEAR = 12041.742 

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PYLON 

AXIAL FORCE 194879 9 KN

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 AXIAL FORCE = -194879.9 KN 

MAX M3 = -50303.4 KN.M  

MAX M2 = 30673.5308 KN.M 

CONNECT BEAM 

AXIAL FORCE 8661 938 KN

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 AXIAL FORCE = -8661.938 KN 

MAX M3 = 32051.158 KN.M  

MAX M2 = 4008.7672 KN .M 

THE DECK

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THE DECK

SECTION 

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PYLON SECTION AT

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PYLON SECTION ATTOP 

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PYLON SECTION AT

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PYLON SECTION AT

BOTTOM 

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CONNECT BEAM

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CONNECT BEAM

SECTION 

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FINAL

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FINAL

PRETENSION 

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FINAL

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FINAL

DEFLECTION 

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FINAL AREA

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FINAL AREA

STEEL FOR

CABLES 

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(

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 (فو صي

عا

لزة بر

رك

ان حس 

*