design of cable stayed bridge using sap2000 (powerpoint presentation)
TRANSCRIPT
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بسم اهلل الرحمن الرحيم2009STRUCTURE PROJECT
CABLE STAYED BRIDGE
2 SPANS 160 M FOR EACH
22 M WIDTH
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PREPARED BY
MOHAMED ELGOHARY MOHAMED
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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
LANES
VEHICLES
VEHICLES CLASSESS
BRIDGE RESPONSES
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DEFINE
WIND LOAD
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CASES FOR WIND LOAD2
1- CASE
DEAD LOAD + LIVE LOAD
1 KN /M2
2-CASE
DEAD LOAD
2 KN /M2
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LOAD COMBINATION FOR WIND LOAD
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
2 LANES -1 WAY OCCUPY
OTHER 2 LANES ARE EMPTY
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LOAD CASE OF
TORSION
2 OUTER LANES OCCUPY
OTHER LANES EMPTY
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FINAL RESULTS
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THE DECK
KN107784.905 -MAX AXIAL FORCE =
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MOMENT
MAX +ve MOMENT=140513.3679 KN.M
MAX – ve MOMENT = -130005.346 KN.M
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TORSION
MAX TORSION =10965.1112 KN.M
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SHEAR
MAX SHEAR = 12041.742
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PYLON
AXIAL FORCE = -194879.9 KN
MAX M3 = -50303.4 KN.M
MAX M2 = 30673.5308 KN.M
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CONNECT BEAM
AXIAL FORCE = -8661.938 KN
MAX M3 = 32051.158 KN.M
MAX M2 = 4008.7672 KN .M
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THE DECK SECTION
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PYLON SECTION AT TOP
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PYLON SECTION AT BOTTOM
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CONNECT BEAM SECTION
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FINAL PRETENSION
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FINAL DEFLECTION
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FINAL AREA STEEL FOR
CABLES
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سبحان ربك رب العزة عما يصفون)
و سالم على المرسلين*
(و الحمد هلل رب العالمين *