pier analysis

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SUB STRUCTURE AT PIER P12 1 00

BRT LINE-03 PROJECTS

DTCA

PIER P12, CROSSHEAD, PILE, PILE CAP

MZ 17-Mar-11 KIM/SHIN

18-Feb-2015 17:04P12_MODELING_ANALYSIS.std

Print Time/Date: 23/02/2015 12:01 Print Run 1 of 11STAAD.Pro for Windows 20.07.04.12

Node Loads : 101 DEAD LOADNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - -1.63E+3 - - - -27 - - - - - -28 - -1.63E+3 - - - -29 - - - - - -

156 - -2.91E+3 - - - -

Node Loads : 201 SIDL LOADNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - -555.000 - - - -27 - - - - - -28 - -555.000 - - - -29 - - - - - -

156 - -450.000 - - - -

Node Loads : 301 HL93-1 (MAX V)Node FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - -308.000 - - - -27 - - - - - -28 - -308.000 - - - -29 - - - - - -

156 - -603.000 - - - -

Node Loads : 302 HL93 CASE-2(MAX ML)Node FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - -308.000 - - - -27 - - - - - -28 - -308.000 - - - -29 - - - - - -

156 - - - - - -

Node Loads : 303 HL93 CASE 3 (MAX MT)Node FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - -400.000 - - - -27 - 75.000 - - - -28 - 16.000 - - - -29 - -224.000 - - - -

156 - -302.000 - - - -


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DTCA





Beam Loads : 501 DEAD LOAD SELF WEIGHTBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

1 UNI kN/m GY -96.000 - - - -2 UNI kN/m GY -96.000 - - - -3 UNI kN/m GY -96.000 - - - -4 UNI kN/m GY -96.000 - - - -5 UNI kN/m GY -96.000 - - - -6 UNI kN/m GY -96.000 - - - -7 UNI kN/m GY -96.000 - - - -8 UNI kN/m GY -96.000 - - - -9 UNI kN/m GY -55.800 - - - -10 UNI kN/m GY -83.300 - - - -11 UNI kN/m GY -96.000 - - - -12 UNI kN/m GY -107.100 - - - -13 UNI kN/m GY -116.700 - - - -14 UNI kN/m GY -135.200 - - - -15 UNI kN/m GY -147.800 - - - -16 UNI kN/m GY -147.800 - - - -17 UNI kN/m GY -147.800 - - - -18 UNI kN/m GY -147.800 - - - -19 UNI kN/m GY -135.200 - - - -20 UNI kN/m GY -116.700 - - - -21 UNI kN/m GY -107.100 - - - -22 UNI kN/m GY -96.000 - - - -23 UNI kN/m GY -83.300 - - - -24 UNI kN/m GY -55.800 - - - -65 UNI kN/m GY -55.800 - - - -66 UNI kN/m GY -55.800 - - - -67 UNI kN/m GY -55.800 - - - -68 UNI kN/m GY -55.800 - - - -69 UNI kN/m GY -55.800 - - - -70 UNI kN/m GY -55.800 - - - -71 UNI kN/m GY -55.800 - - - -72 UNI kN/m GY -55.800 - - - -73 UNI kN/m GY -55.800 - - - -74 UNI kN/m GY -55.800 - - - -75 UNI kN/m GY -55.800 - - - -76 UNI kN/m GY -55.800 - - - -77 UNI kN/m GY -55.800 - - - -78 UNI kN/m GY -55.800 - - - -79 UNI kN/m GY -55.800 - - - -80 UNI kN/m GY -55.800 - - - -81 UNI kN/m GY -55.800 - - - -82 UNI kN/m GY -55.800 - - - -83 UNI kN/m GY -55.800 - - - -84 UNI kN/m GY -55.800 - - - -85 UNI kN/m GY -55.800 - - - -86 UNI kN/m GY -55.800 - - - -87 UNI kN/m GY -55.800 - - - -88 UNI kN/m GY -55.800 - - - -89 UNI kN/m GY -55.800 - - - -


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DTCA





Beam Loads : 501 DEAD LOAD SELF WEIGHT Cont...Beam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

90 UNI kN/m GY -55.800 - - - -91 UNI kN/m GY -55.800 - - - -92 UNI kN/m GY -55.800 - - - -93 UNI kN/m GY -55.800 - - - -94 UNI kN/m GY -55.800 - - - -95 UNI kN/m GY -55.800 - - - -96 UNI kN/m GY -55.800 - - - -97 UNI kN/m GY -55.800 - - - -98 UNI kN/m GY -55.800 - - - -99 UNI kN/m GY -55.800 - - - -

100 UNI kN/m GY -55.800 - - - -101 UNI kN/m GY -55.800 - - - -102 UNI kN/m GY -55.800 - - - -103 UNI kN/m GY -55.800 - - - -104 UNI kN/m GY -55.800 - - - -105 UNI kN/m GY -55.800 - - - -106 UNI kN/m GY -55.800 - - - -107 UNI kN/m GY -55.800 - - - -108 UNI kN/m GY -55.800 - - - -109 UNI kN/m GY -55.800 - - - -110 UNI kN/m GY -55.800 - - - -111 UNI kN/m GY -55.800 - - - -112 UNI kN/m GY -55.800 - - - -113 UNI kN/m GY -55.800 - - - -114 UNI kN/m GY -55.800 - - - -115 UNI kN/m GY -55.800 - - - -116 UNI kN/m GY -55.800 - - - -117 UNI kN/m GY -55.800 - - - -118 UNI kN/m GY -55.800 - - - -119 UNI kN/m GY -55.800 - - - -120 UNI kN/m GY -55.800 - - - -121 UNI kN/m GY -55.800 - - - -122 UNI kN/m GY -55.800 - - - -123 UNI kN/m GY -55.800 - - - -124 UNI kN/m GY -55.800 - - - -125 UNI kN/m GY -55.800 - - - -126 UNI kN/m GY -55.800 - - - -127 UNI kN/m GY -55.800 - - - -128 UNI kN/m GY -55.800 - - - -129 UNI kN/m GY -55.800 - - - -130 UNI kN/m GY -55.800 - - - -131 UNI kN/m GY -55.800 - - - -132 UNI kN/m GY -55.800 - - - -133 UNI kN/m GY -55.800 - - - -134 UNI kN/m GY -55.800 - - - -135 UNI kN/m GY -55.800 - - - -136 UNI kN/m GY -55.800 - - - -137 UNI kN/m GY -55.800 - - - -138 UNI kN/m GY -55.800 - - - -


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DTCA





Beam Loads : 501 DEAD LOAD SELF WEIGHT Cont...Beam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

139 UNI kN/m GY -55.800 - - - -140 UNI kN/m GY -55.800 - - - -141 UNI kN/m GY -55.800 - - - -142 UNI kN/m GY -55.800 - - - -

Selfweight : 501 DEAD LOAD SELF WEIGHTDirection Factor

Y -1.000

Node Loads : 701 CS SUPER STRUCTURENode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 11.000 48.000 - -27 - - - - - -28 - - 11.000 48.000 - -29 - - - - - -

156 - - - - - -

Temperature Loads : 702 SHRINKAGE IN CROSS HEADTemperature Dif.

Beam Axial(C)

Cross(C)

9 -7.700 -10 -7.700 -11 -7.700 -12 -7.700 -13 -7.700 -14 -7.700 -15 -7.700 -16 -7.700 -17 -7.700 -18 -7.700 -19 -7.700 -20 -7.700 -21 -7.700 -22 -7.700 -23 -7.700 -24 -7.700 -


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DTCA





Node Loads : 901 WIND NO (LL) LONGITUDINALNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 98.000 460.000 - -27 - - - - - -28 - - 98.000 460.000 - -29 - - - - - -

156 - - - - - -

Beam Loads : 901 WIND NO (LL) LONGITUDINALBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

1 UNI kN/m GZ 1.500 - - - -2 UNI kN/m GZ 1.500 - - - -3 UNI kN/m GZ 1.500 - - - -4 UNI kN/m GZ 1.500 - - - -5 UNI kN/m GZ 1.500 - - - -6 UNI kN/m GZ 1.500 - - - -7 UNI kN/m GZ 1.500 - - - -8 UNI kN/m GZ 1.500 - - - -9 UNI kN/m GZ 1.500 - - - -10 UNI kN/m GZ 1.500 - - - -11 UNI kN/m GZ 1.500 - - - -12 UNI kN/m GZ 1.500 - - - -13 UNI kN/m GZ 1.500 - - - -14 UNI kN/m GZ 1.500 - - - -15 UNI kN/m GZ 1.500 - - - -16 UNI kN/m GZ 1.500 - - - -17 UNI kN/m GZ 1.500 - - - -18 UNI kN/m GZ 1.500 - - - -19 UNI kN/m GZ 1.500 - - - -20 UNI kN/m GZ 1.500 - - - -21 UNI kN/m GZ 1.500 - - - -22 UNI kN/m GZ 1.500 - - - -23 UNI kN/m GZ 1.500 - - - -24 UNI kN/m GZ 1.500 - - - -

Node Loads : 902 WIND LIVE LOADS LONGITUDINALNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 30.000 140.000 - -27 - - - - - -28 - - 30.000 140.000 - -29 - - - - - -

156 - - - - - -


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DTCA





Beam Loads : 902 WIND LIVE LOADS LONGITUDINALBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

1 UNI kN/m GZ 1.500 - - - -2 UNI kN/m GZ 1.500 - - - -3 UNI kN/m GZ 1.500 - - - -4 UNI kN/m GZ 1.500 - - - -5 UNI kN/m GZ 1.500 - - - -6 UNI kN/m GZ 1.500 - - - -7 UNI kN/m GZ 1.500 - - - -8 UNI kN/m GZ 1.500 - - - -9 UNI kN/m GZ 1.500 - - - -10 UNI kN/m GZ 1.500 - - - -11 UNI kN/m GZ 1.500 - - - -12 UNI kN/m GZ 1.500 - - - -13 UNI kN/m GZ 1.500 - - - -14 UNI kN/m GZ 1.500 - - - -15 UNI kN/m GZ 1.500 - - - -16 UNI kN/m GZ 1.500 - - - -17 UNI kN/m GZ 1.500 - - - -18 UNI kN/m GZ 1.500 - - - -19 UNI kN/m GZ 1.500 - - - -20 UNI kN/m GZ 1.500 - - - -21 UNI kN/m GZ 1.500 - - - -22 UNI kN/m GZ 1.500 - - - -23 UNI kN/m GZ 1.500 - - - -24 UNI kN/m GZ 1.500 - - - -

Node Loads : 903 WIND NO (LL) TRANSVERSE ALONENode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 203.000 - - - - 953.00027 101.000 - - - - 476.00028 203.000 - - - - 953.00029 101.000 - - - - 476.000

156 101.000 - - - - 476.000


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DTCA





Beam Loads : 903 WIND NO (LL) TRANSVERSE ALONEBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

1 UNI kN/m GX 6.100 - - - -2 UNI kN/m GX 6.100 - - - -3 UNI kN/m GX 6.100 - - - -4 UNI kN/m GX 6.100 - - - -5 UNI kN/m GX 6.100 - - - -6 UNI kN/m GX 6.100 - - - -7 UNI kN/m GX 6.100 - - - -8 UNI kN/m GX 6.100 - - - -9 UNI kN/m GX 6.100 - - - -10 UNI kN/m GX 6.100 - - - -11 UNI kN/m GX 6.100 - - - -12 UNI kN/m GX 6.100 - - - -13 UNI kN/m GX 6.100 - - - -14 UNI kN/m GX 6.100 - - - -15 UNI kN/m GX 6.100 - - - -16 UNI kN/m GX 6.100 - - - -17 UNI kN/m GX 6.100 - - - -18 UNI kN/m GX 6.100 - - - -19 UNI kN/m GX 6.100 - - - -20 UNI kN/m GX 6.100 - - - -21 UNI kN/m GX 6.100 - - - -22 UNI kN/m GX 6.100 - - - -23 UNI kN/m GX 6.100 - - - -24 UNI kN/m GX 6.100 - - - -

Node Loads : 904 WIND NO (LL) ALL DIRECTIONNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 37.000 - - - - 174.00027 28.000 - - - - 131.00028 37.000 - - - - 174.00029 28.000 - - - - 131.000

156 28.000 - - - - 131.000


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DTCA





Beam Loads : 904 WIND NO (LL) ALL DIRECTIONBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

1 UNI kN/m GX 6.100 - - - -2 UNI kN/m GX 6.100 - - - -3 UNI kN/m GX 6.100 - - - -4 UNI kN/m GX 6.100 - - - -5 UNI kN/m GX 6.100 - - - -6 UNI kN/m GX 6.100 - - - -7 UNI kN/m GX 6.100 - - - -8 UNI kN/m GX 6.100 - - - -9 UNI kN/m GX 6.100 - - - -10 UNI kN/m GX 6.100 - - - -11 UNI kN/m GX 6.100 - - - -12 UNI kN/m GX 6.100 - - - -13 UNI kN/m GX 6.100 - - - -14 UNI kN/m GX 6.100 - - - -15 UNI kN/m GX 6.100 - - - -16 UNI kN/m GX 6.100 - - - -17 UNI kN/m GX 6.100 - - - -18 UNI kN/m GX 6.100 - - - -19 UNI kN/m GX 6.100 - - - -20 UNI kN/m GX 6.100 - - - -21 UNI kN/m GX 6.100 - - - -22 UNI kN/m GX 6.100 - - - -23 UNI kN/m GX 6.100 - - - -24 UNI kN/m GX 6.100 - - - -

Node Loads : 1101 AXIAL TEMP RAIL INETRACTIONNode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 51.000 223.000 - -27 - - - - - -28 - - 51.000 223.000 - -29 - - - - - -

156 - - - - - -


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DTCA





Temperature Loads : 1111 AXIAL TEMP IN CROSS HEAD +VETemperature Dif.

Beam Axial(C)

Cross(C)

1 20.000 -2 20.000 -3 20.000 -4 20.000 -5 20.000 -6 20.000 -7 20.000 -8 20.000 -9 20.000 -10 20.000 -11 20.000 -12 20.000 -13 20.000 -14 20.000 -15 20.000 -16 20.000 -17 20.000 -18 20.000 -19 20.000 -20 20.000 -21 20.000 -22 20.000 -23 20.000 -24 20.000 -

Temperature Loads : 1112 AXIAL TEMP IN CROSS HEAD -VETemperature Dif.

Beam Axial(C)

Cross(C)

1 -20.000 -2 -20.000 -3 -20.000 -4 -20.000 -5 -20.000 -6 -20.000 -7 -20.000 -8 -20.000 -9 -20.000 -10 -20.000 -11 -20.000 -12 -20.000 -13 -20.000 -14 -20.000 -15 -20.000 -16 -20.000 -17 -20.000 -


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DTCA





Temperature Loads : 1112 AXIAL TEMP IN CROSS HEAD -VE Cont...Temperature Dif.

Beam Axial(C)

Cross(C)

18 -20.000 -19 -20.000 -20 -20.000 -21 -20.000 -22 -20.000 -23 -20.000 -24 -20.000 -

Beam Loads : 1401 TRANSV COLLISION AT LHS PIERBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

2 CON kN GX 500.000 1.400 - - -3 CON kN GX 250.000 0.900 - - -

Beam Loads : 1402 LONG COLLISION AT LHS PIERBeam Type Direction Fa Da

(m)Fb Db Ecc.

(m)

2 CON kN GZ 1E+3 1.400 - - -3 CON kN GZ 500.000 0.900 - - -

Node Loads : 1601 SECONDARY LL CASE -1 BRAKING ON LEFT LANENode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 41.000 168.000 - -27 - - - - - -28 - - 41.000 168.000 - -29 - - - - - -

156 - - - - - -

Node Loads : 1602 SECONDARY LL CASE -1 BRAKING ON BOTH LANENode FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 81.000 336.000 - -27 - - - - - -28 - - 81.000 336.000 - -29 - - - - - -

156 - - - - - -


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DTCA





Node Loads : 2101 EQ- T CASE-01Node FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 680.000 - - - - -27 - - - - - -28 680.000 - - - - -29 - - - - - -

156 - - - - - -

Node Loads : 2102 EQ- L CASE-02Node FX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 204.000 - - -27 - - - - - -28 - - 204.000 - - -29 - - - - - -

156 - - - - - -


(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 - - 604.000 - - -27 - - - - - -28 - - 604.000 - - -29 - - - - - -

156 - - - - - -


(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)

26 181.000 - - - - -27 - - - - - -28 181.000 - - - - -29 - - - - - -

156 - - - - - -

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