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Pier Staad
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Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
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 - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 2 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 2 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 3 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 3 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 4 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 4 of 11STAAD.Pro for Windows 20.07.04.12
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 -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 5 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 5 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 6 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 6 of 11STAAD.Pro for Windows 20.07.04.12
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
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 7 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 7 of 11STAAD.Pro for Windows 20.07.04.12
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
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 8 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 8 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 9 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 9 of 11STAAD.Pro for Windows 20.07.04.12
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 -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 10 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 10 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - - - -
Software licensed to ACE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
SUB STRUCTURE AT PIER P12 11 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 11 of 11STAAD.Pro for Windows 20.07.04.12
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 - - - - - -
Node Loads : 2103 EQ- L CASE-03Node FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)
26 - - 604.000 - - -27 - - - - - -28 - - 604.000 - - -29 - - - - - -
156 - - - - - -
Node Loads : 2104 EQ- L CASE-04Node FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)
26 181.000 - - - - -27 - - - - - -28 181.000 - - - - -29 - - - - - -
156 - - - - - -