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1、MAUNSELL CONSULTANTS ASIA LTD.TABLE 1 SLS LOAD COMBINATION ON BEARING FROM SUPERSTRUCTURE FOR CHECKING PILE LOADING AND CRACK WIDTH IN SLS CALCULATED FROM TABLE A IN INPUT DATA （FULL WIDTH)SLS FORCES LOADCRITICALNM(LONG)V(LONG)M(TRAN)V(TRAN) COMBINATIONLOAD(KN)(KNm)(KN)(KNm)(KN) LC1MAX.N6510.000.000
2、.000.000.00 (DEAD LOAD AND LIVE LOAD)MIN.N4526.000.000.000.000.00 LC2MAX.N4926.000.000.000.000.00 (WIND UNLOADED)MIN.N4526.000.000.000.000.00 LC2MAX.N6366.000.000.000.000.00 (WIND LOADED)MIN.N4526.000.000.000.000.00 LC3MAX.N6466.000.000.000.000.00 (TEMPERATURE)MIN.N4526.000.000.000.000.00 LC4MAX.N58
3、56.000.000.000.000.00 (SKIDDING)MIN.N4526.000.000.000.000.00 LC4MAX.N5956.000.000.000.000.00 (COLLISION ON PARAPET)MIN.N4626.000.000.000.000.00 LC5MAX.N4926.000.00165.000.000.00 (BEARING FRICTION)MIN.N4526.000.00-165.000.000.00LC6 TRANS.MAX.N5235.000.000.000.000.00(SEISMIC)MIN.N4526.000.000.000.000.
4、00LONG.MAX.N5235.000.000.000.000.00 MIN.N4526.000.000.000.000.00 NOTES: LC1 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.1*(HA+HB) LC2 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*WIND (UNLOADED) LC2 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*(HA+HB)+1.0*WIND (LOADED) L
5、C3 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*(HA+HB)+1.0*TEMP LC4 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*SKIDDING+1.0*HA LC4 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*COLLISION+1.0*(HA+ACCIDENTIAL WHEEL LOAD) LC5 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTL
6、EMENT+1.0*BEARING FRICTION LC6 FACTOR:1.0*DL+1.2*SDL(A)+1.0*SDL(B)+1.0*SETTLEMENT+1.0*SEISMIC+1.0*(HA/3)MAUNSELL CONSULTANTS ASIA LTD.TABLE 2 ULS LOAD COMBINATIO ON BEARING FROM SUPERSTRUCTURE FOR ULS STRUCTURE DESIGNCALCULATED FROM TABLE A IN INPUT DATA（FULL WIDTH)ULS FORCES LOADCRITICALNM(LONG)V(L
7、ONG)M(TRAN)V(TRAN) COMBINATIONLOAD(KN)(KNm)(KN)(KNm)(KN) LC1MAX.N8765.790.000.000.000.00 (DEAD LOAD AND LIVE LOAD)MIN.N6013.590.000.000.000.00 LC2MAX.N6706.590.000.000.000.00 (WIND UNLOADED)MIN.N6013.590.000.000.000.00 LC2MAX.N8448.990.000.000.000.00 (WIND LOADED)MIN.N6013.590.000.000.000.00 LC3MAX.
8、N8591.990.000.000.000.00 (TEMPERATURE)MIN.N6013.590.000.000.000.00 LC4MAX.N7985.340.000.000.000.00 (SKIDDING)MIN.N6013.590.000.000.000.00 LC4MAX.N8122.840.000.000.000.00 (COLLISION ON PARAPET)MIN.N6151.090.000.000.000.00 LC5MAX.N6706.590.00235.950.000.00 (BEARING FRICTION)MIN.N6013.590.00-235.950.00
9、0.00LC6 TRANS.MAX.N7182.450.000.000.000.00(SEISMIC)MIN.N6013.590.000.000.000.00LONG.MAX.N7182.450.000.000.000.00 MIN.N6013.590.000.000.000.00 NOTES: LC1 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.3*(HA+HB) LC2 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.4*WIND (UNLOA
10、DED) LC2 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.1*(HA+HB) +1.1*WIND (LOADED) LC3 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.1*(HA+HB)+1.3*TEMP) LC4 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.25*SKIDDING+1.25*HA) LC4 FACTOR:1.1*(1.15*DL+1.75*SDL(
11、A)+1.5*SDL(B)+1.2*SETTLEMENT+1.4*COLLISION+1.25*(HA+ACCIDENTIAL WHEEL LOAD) LC5 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.3*BEARING FRICTION) LC6 FACTOR:1.1*(1.15*DL+1.75*SDL(A)+1.5*SDL(B)+1.2*SETTLEMENT+1.4*SEISMIC+1.4*(HA/3)MAUNSELL CONSULTANTS ASIA LTD.TABLE 3 SLS LOAD COMBINATI
12、ON AT CENTRE FOR PILE CAP BOTTOM FROM SUPERSTRUCTURE FOR CHECKING PILE LOADING AND CRACK WIDTH IN SLSCALCULATED FROM TABLE 1（FULL WIDTH)SLS FORCES LOADCRITICALNM(LONG)V(LONG)M(TRAN)V(TRAN) COMBINATIONLOAD(KN)(KNm)(KN)(KNm)(KN) LC1MAX.N6510.000.000.003580.500.00 (DEAD LOAD AND LIVE LOAD)MIN.N4526.000
13、.000.002489.300.00 LC2MAX.N4926.000.000.002709.300.00 (WIND UNLOADED)MIN.N4526.000.000.002489.300.00 LC2MAX.N6366.000.000.003501.300.00 (WIND LOADED)MIN.N4526.000.000.002489.300.00 LC3MAX.N6466.000.000.003556.300.00 (TEMPERATURE)MIN.N4526.000.000.002489.300.00 LC4MAX.N5856.000.000.003220.800.00 (SKI
14、DDING)MIN.N4526.000.000.002489.300.00 LC4MAX.N5956.000.000.003275.800.00 (COLLISION ON PARAPET)MIN.N4626.000.000.002544.300.00 LC5MAX.N4926.000.00165.004712.400.00 (BEARING FRICTION)MIN.N4526.000.00-165.00486.200.00LC6 TRANS.MAX.N5235.000.000.002879.250.00(SEISMIC)MIN.N4526.000.000.002489.300.00LONG
15、.MAX.N5235.000.000.002879.250.00 MIN.N4526.000.000.002489.300.00MAUNSELL CONSULTANTS ASIA LTD.TABLE 4 ULS LOAD COMBINATION AT CENTRE OF PILE CAP BOTTOM FROM SUPERSTRUCTURE FOR ULS STRUCTURE DESIGNCALCULATED FROM TABLE 2（FULL WIDTH)ULS FORCES LOADCRITICALNM(LONG)V(LONG)M(TRAN)V(TRAN) COMBINATIONLOAD(
16、KN)(KNm)(KN)(KNm)(KN) LC1MAX.N8765.790.000.004821.180.00 (DEAD LOAD AND LIVE LOAD)MIN.N6013.590.000.003307.470.00 LC2MAX.N6706.590.000.003688.620.00 (WIND UNLOADED)MIN.N6013.590.000.003307.470.00 LC2MAX.N8448.990.000.004646.940.00 (WIND LOADED)MIN.N6013.590.000.003307.470.00 LC3MAX.N8591.990.000.004725.590.00 (TEMPERATURE)MIN.N6013.590.000.003307.470.00 LC4MAX.N7985.340.000.004391.940.00 (SKIDDING)MIN.N6013.59
