Design of Shear Connector for Stringer
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Document No.- 22C-1B-01 Rev. Exercise - Design of Shear connector for stringer 0 DESIGN BY CHECKED BY APPROVED BY Date SSK KD MKS 23.11.2015 Shear connector designed for following two consideration 2. Design of shear connector in Ultimate limit state (Strength criteri) The range of longitudinal shear per unit length at the interface is given as per clause 606.4 of IRC;22-2008 Where Range of vertical shear i.e. the difference between the maximum and minimum shear envelope Area of effective concrete transformed into equivalent steel section on the compression side The distance from the neutral axis of the composite section to the centroid of the transformed The moment of inertia of the composite section Section properties of the stringer Segment-1 Segment-2 Segment-3 Segment-4 Segment-5 1400 1400 1400 1400 1400 Section 0.0589 0.0589 0.0589 0.0589 0.0589 0.0053 0.0053 0.0053 0.0053 0.0053 Y (m) 0.257 0.257 0.257 0.257 0.257 2.864 2.864 2.864 2.864 2.864 Max LL vertical shear (with I.F)(kN) 205.4 148.9 105.0 148.9 205.4 Min LL vertical shear (with I.F) (kN) 0 0 -3.5 0 0 205.4 148.9 108.5 148.9 205.4 588.34 426.38 310.70 426.38 588.34 No of studs in a row 3 3 3 3 3 63 63 63 63 63 Spacing required (mm) 107.08 147.76 202.77 147.76 107.08 Design Of Skew Steel ROB & Composite Floor (ROB at Ch 67+600) 1. Design of shear connector in seviciability limit state (limit state fatigue) : The shear connector shall be designed for fatigue due to the effect of repeated loading i.e. Live load Vr = (VR x AC x Y ) / I VR = AC = Y = I = The required aspacing of studs as per fatigue consideration will vary from one section to another section. The requirement of studs at different sections are worked out below Section at Segment-1 Section at Segment-2 Section at Segment-3 Section at Segment-4 Section at Segment-5 AC (m 2 ) I (m 4 ) ( AC x Y ) / I (m -1 ) Range of vertical shear (VR)(kN) Vr (kN) Headed studs 22dia ∑ Qr
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Design of Shear Connector for Stringer
Transcript of Design of Shear Connector for Stringer
Document No.- 22C-1B-01 Rev.
Exercise - Design of Shear connector for stringer 0
DESIGN BY CHECKED BY APPROVED BY Date
SSK KD MKS 23.11.2015
Shear connector designed for following two consideration
2. Design of shear connector in Ultimate limit state (Strength criteri)
The range of longitudinal shear per unit length at the interface is given as per clause 606.4 of IRC;22-2008
WhereRange of vertical shear i.e. the difference between the maximum and minimum shear envelopeArea of effective concrete transformed into equivalent steel section on the compression sideThe distance from the neutral axis of the composite section to the centroid of the transformedThe moment of inertia of the composite section
Section properties of the stringer
Segment-1 Segment-2 Segment-3 Segment-4 Segment-5
1400 1400 1400 1400 1400
Section
0.0589 0.0589 0.0589 0.0589 0.05890.0053 0.0053 0.0053 0.0053 0.0053
Y (m) 0.257 0.257 0.257 0.257 0.257
2.864 2.864 2.864 2.864 2.864Max LL vertical shear (with I.F)(kN) 205.4 148.9 105.0 148.9 205.4Min LL vertical shear (with I.F) (kN) 0 0 -3.5 0 0
205.4 148.9 108.5 148.9 205.4588.34 426.38 310.70 426.38 588.34
No of studs in a row 3 3 3 3 363 63 63 63 63
Spacing required (mm) 107.08 147.76 202.77 147.76 107.08
Design Of Skew Steel ROB & Composite Floor (ROB at Ch 67+600)
1. Design of shear connector in seviciability limit state (limit state fatigue) : The shear connector shall be designed for fatigue due to the effect of repeated loading i.e. Live load
Vr = (VR x AC x Y ) / I
VR =AC =Y =I =
The required aspacing of studs as per fatigue consideration will vary from one section to another section. The requirement of studs at different sections are worked out below
Section at Segment-1
Section at Segment-2
Section at Segment-3
Section at Segment-4
Section at Segment-5
AC (m2)I (m4)
( AC x Y ) / I (m-1 )
Range of vertical shear (VR)(kN)Vr (kN)
Headed studs 22dia ∑ Qr
Document No.- 22C-1B-01 Rev.
Exercise - Design of Shear connector for stringer 0
DESIGN BY CHECKED BY APPROVED BY Date
SSK KD MKS 23.11.2015Design Of Skew Steel ROB & Composite Floor
(ROB at Ch 67+600)
Explanation of Design of shear connector in serviceability limit state (Limit state of fatigue) for segment-1
Range of verticcal shear Ref:Cl 606.4.2 of IRC:22-2008 205.4 kN
205.4 * 2.864 = 588.34 kN
Spacing of shear connector mm
(SQr is the resistance of all connectors at one transverse cross section of the girder)
d = Diameter of stud connector 22.0 mmh = Height of stud 110.0 mmh/d = Height of stud 5.0 > 4a= 55Mpa for 2x106 cycles as per table-8
21 kNNo of studs in a row = 3.0SQr = = 63.0 kNP = = (63/588.34)*1000 = = 107.1 mm
Explanation of Design of shear connector in ultimate limit state (Limit state of strength) for segment-1
= 791
= 1765 kN
= 397800
= 5012.28 kN
= 1765 kN
Ultimate capacity , Qu of 22 dia 110 mm high connector As per Table-7 = 102 kN
Distance between maximum moment section ans zero moment , L = 3.5 m
As per fatigue consideration spacing required at end support = 100 mmAs per ultimate flexture consideration spacing required at end support = 607 mm
VR =Vr = Vr =
Sr = SQr / Vr
Qr = Allowable range of horizontal shear for each connector evaluated from equation given in Table-8
Qr = a . A . 103
A = Area of shear stud (mm2)d =h =
Qr =
The maximum longitudinal force due to bending is to be calculated over the shear span from zero moment to maximum moment section and as per clause 606.4.1.1 of IRC:22-2008
h1 = Ast1 . Fy . 10-3 / ɣm
Ast1 = Area of tensile steel in longitudinal direction (12mm dia @150 mm c/c) mm2
H1 = Longitudinal force due to bending
H2 = 0.36 . Fck . Ace . 10-3
Ace . = Effective concrete area , (1768 x225) mm2
H2 =
H = smaller of H1 & H2
Beam L/C Dist m Fy kN Dist m Fz kN My kNm Mz kNm1 1 LOAD CASMax +ve 0 0 0 0
Max -ve 0 0 0 02 LOAD GENMax +ve 0 79.998 0 0 80
Max -ve 1.405 -0.002 0 03 LOAD GENMax +ve 0 77.722 0 0
Max -ve 0.234 -2.278 0 04 LOAD GENMax +ve 0 75.445 0 0
Max -ve 1.405 -4.555 0 05 LOAD GENMax +ve 0 73.167 0 0
Max -ve 0.703 -6.833 0 06 LOAD GENMax +ve 0 70.89 0 0
Max -ve 1.405 -9.11 0 07 LOAD GENMax +ve 0 68.612 0 0
Max -ve 1.054 -11.388 0 08 LOAD GENMax +ve 0 66.335 0 0
Max -ve 1.405 -13.665 0 09 LOAD GENMax +ve 0 64.057 0 0
Max -ve 1.405 -15.943 0 010 LOAD GEMax +ve 0 61.779 0 0
Max -ve N/A N/A 0 011 LOAD GEMax +ve 0 59.502 0 0
Max -ve N/A N/A 0 012 LOAD GEMax +ve 0 57.224 0 0
Max -ve N/A N/A 0 013 LOAD GEMax +ve 0 54.947 0 0
Max -ve N/A N/A 0 014 LOAD GEMax +ve 0 52.669 0 0
Max -ve N/A N/A 0 015 LOAD GEMax +ve 0 50.391 0 0
Max -ve N/A N/A 0 016 LOAD GEMax +ve 0 48.114 0 0
Max -ve N/A N/A 0 017 LOAD GEMax +ve 0 45.836 0 0
Max -ve N/A N/A 0 018 LOAD GEMax +ve 0 43.559 0 0
Max -ve N/A N/A 0 019 LOAD GEMax +ve 0 41.281 0 0
Max -ve N/A N/A 0 020 LOAD GEMax +ve 0 39.004 0 0
Max -ve N/A N/A 0 021 LOAD GEMax +ve 0 36.726 0 0
Max -ve N/A N/A 0 022 LOAD GEMax +ve 0 34.448 0 0
Max -ve N/A N/A 0 023 LOAD GEMax +ve 0 32.171 0 0
Max -ve N/A N/A 0 024 LOAD GEMax +ve 0 29.893 0 0
Max -ve N/A N/A 0 025 LOAD GEMax +ve 0 120.278 0 0
Max -ve N/A N/A 0 026 LOAD GEMax +ve 0 115.324 0 0
Max -ve N/A N/A 0 027 LOAD GEMax +ve 0 110.37 0 0
Max -ve N/A N/A 0 028 LOAD GEMax +ve 0 105.416 0 0
Max -ve N/A N/A 0 029 LOAD GEMax +ve 0 100.463 0 0
Max -ve N/A N/A 0 030 LOAD GEMax +ve 0 95.509 0 0
Max -ve N/A N/A 0 031 LOAD GEMax +ve 0 90.555 0 0
Max -ve 1.405 -3.445 0 032 LOAD GEMax +ve 0 178.263 0 0
Max -ve N/A N/A 0 033 LOAD GEMax +ve 0 170.633 0 0
Max -ve N/A N/A 0 034 LOAD GEMax +ve 0 163.004 0 0
Max -ve N/A N/A 0 035 LOAD GEMax +ve 0 155.374 0 0
Max -ve N/A N/A 0 036 LOAD GEMax +ve 0 147.744 0 0
Max -ve N/A N/A 0 037 LOAD GEMax +ve 0 140.114 0 0
Max -ve N/A N/A 0 038 LOAD GEMax +ve 0 134.477 0 0
Max -ve N/A N/A 0 039 LOAD GEMax +ve 0 129.125 0 0
Max -ve N/A N/A 0 040 LOAD GEMax +ve 0 123.772 0 0
Max -ve N/A N/A 0 041 LOAD GEMax +ve 0 118.42 0 0
Max -ve N/A N/A 0 042 LOAD GEMax +ve 0 113.068 0 0
Max -ve N/A N/A 0 043 LOAD GEMax +ve 0 107.715 0 0
Max -ve N/A N/A 0 044 LOAD GEMax +ve 0 102.363 0 0
Max -ve N/A N/A 0 045 LOAD GEMax +ve 0 97.011 0 0
Max -ve N/A N/A 0 046 LOAD GEMax +ve 0 91.658 0 0
Max -ve N/A N/A 0 047 LOAD GEMax +ve 0 86.306 0 0
Max -ve N/A N/A 0 048 LOAD GEMax +ve 0 80.954 0 0
Max -ve N/A N/A 0 049 LOAD GEMax +ve 0 75.601 0 0
Max -ve N/A N/A 0 050 LOAD GEMax +ve 0 70.249 0 0
Max -ve N/A N/A 0 051 LOAD GEMax +ve 0 64.897 0 0
Max -ve N/A N/A 0 052 LOAD GEMax +ve 0 59.544 0 0
Max -ve N/A N/A 0 053 LOAD GEMax +ve 0 54.192 0 0
Max -ve N/A N/A 0 054 LOAD GEMax +ve 0 48.84 0 0
Max -ve N/A N/A 0 055 LOAD GEMax +ve 0 43.488 0 0
Max -ve N/A N/A 0 056 LOAD GEMax +ve 0 38.135 0 0
Max -ve N/A N/A 0 057 LOAD GEMax +ve 0 32.783 0 0
Max -ve N/A N/A 0 058 LOAD GEMax +ve 0 27.431 0 0
Max -ve N/A N/A 0 059 LOAD GEMax +ve 0 22.078 0 0
Max -ve N/A N/A 0 060 LOAD GEMax +ve 0 17.73 0 0
Max -ve N/A N/A 0 061 LOAD GEMax +ve 0 15.053 0 0
Max -ve N/A N/A 0 062 LOAD GEMax +ve 0 12.377 0 0
Max -ve N/A N/A 0 063 LOAD GEMax +ve 0 9.701 0 0
Max -ve N/A N/A 0 064 LOAD GEMax +ve 0 7.025 0 0
Max -ve N/A N/A 0 065 LOAD GEMax +ve 0 4.349 0 0
Max -ve N/A N/A 0 066 LOAD GEMax +ve 0 1.673 0 0
Max -ve N/A N/A 0 067 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 068 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 069 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 070 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 071 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 072 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 073 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 074 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 075 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 076 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 077 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 078 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 079 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 080 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 081 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 082 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 083 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 084 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 085 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 086 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 087 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 088 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 089 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 090 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 091 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 092 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 093 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 094 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 095 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 096 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 097 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 098 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 099 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 0100 LOAD GMax +ve 0 0 0 0
Max -ve 0 0 0 0101 LOAD GMax +ve 0 0 0 0
Max -ve 0 0 0 0
Beam L/C Dist m Fy kN Dist m Fz kN My kNm Mz kNm2 1 LOAD CASMax +ve 0 0 0 0
Max -ve 0 0 0 02 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -0.002 0 03 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -2.278 0 04 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -4.555 0 05 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -6.833 0 06 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -9.11 0 07 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -11.388 0 08 LOAD GENMax +ve N/A N/A 0 0 #VALUE!
Max -ve 0 -13.665 0 09 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -15.943 0 010 LOAD GEMax +ve 0 61.779 0 0
Max -ve 0.234 -18.221 0 011 LOAD GEMax +ve 0 59.502 0 0
Max -ve 1.405 -20.498 0 012 LOAD GEMax +ve 0 57.224 0 0
Max -ve 0.703 -22.776 0 013 LOAD GEMax +ve 0 54.947 0 0 80
Max -ve 1.405 -25.053 0 014 LOAD GEMax +ve 0 52.669 0 0
Max -ve 1.054 -27.331 0 015 LOAD GEMax +ve 0 50.391 0 0
Max -ve 1.288 -29.609 0 016 LOAD GEMax +ve 0 48.114 0 0
Max -ve 1.405 -31.886 0 017 LOAD GEMax +ve 0 45.836 0 0
Max -ve N/A N/A 0 018 LOAD GEMax +ve 0 43.559 0 0
Max -ve N/A N/A 0 019 LOAD GEMax +ve 0 41.281 0 0
Max -ve N/A N/A 0 020 LOAD GEMax +ve 0 39.004 0 0
Max -ve N/A N/A 0 021 LOAD GEMax +ve 0 36.726 0 0
Max -ve N/A N/A 0 022 LOAD GEMax +ve 0 34.448 0 0
Max -ve N/A N/A 0 023 LOAD GEMax +ve 0 32.171 0 0
Max -ve N/A N/A 0 024 LOAD GEMax +ve 0 29.893 0 0
Max -ve N/A N/A 0 025 LOAD GEMax +ve 0 26.278 0 0
Max -ve N/A N/A 0 026 LOAD GEMax +ve 0 21.324 0 0
Max -ve N/A N/A 0 027 LOAD GEMax +ve 0 16.37 0 0
Max -ve N/A N/A 0 028 LOAD GEMax +ve 0 11.416 0 0
Max -ve N/A N/A 0 029 LOAD GEMax +ve 0 6.463 0 0
Max -ve N/A N/A 0 030 LOAD GEMax +ve 0 1.509 0 0
Max -ve N/A N/A 0 031 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -3.445 0 032 LOAD GEMax +ve 0 84.263 0 0 94
Max -ve 1.405 -9.737 0 033 LOAD GEMax +ve 0 76.633 0 0 94
Max -ve 0.351 -17.367 0 034 LOAD GEMax +ve 0 69.004 0 0
Max -ve 1.405 -24.996 0 035 LOAD GEMax +ve 0 61.374 0 0
Max -ve 1.405 -32.626 0 036 LOAD GEMax +ve 0 53.744 0 0
Max -ve 0.937 -40.256 0 037 LOAD GEMax +ve 0 46.114 0 0
Max -ve 1.171 -47.886 0 038 LOAD GEMax +ve 0 40.477 0 0
Max -ve 1.405 -53.523 0 039 LOAD GEMax +ve 0 129.125 0 0
Max -ve N/A N/A 0 040 LOAD GEMax +ve 0 123.772 0 0
Max -ve N/A N/A 0 041 LOAD GEMax +ve 0 118.42 0 0
Max -ve N/A N/A 0 042 LOAD GEMax +ve 0 113.068 0 0
Max -ve N/A N/A 0 043 LOAD GEMax +ve 0 107.715 0 0
Max -ve N/A N/A 0 044 LOAD GEMax +ve 0 102.363 0 0
Max -ve N/A N/A 0 045 LOAD GEMax +ve 0 97.011 0 0
Max -ve N/A N/A 0 046 LOAD GEMax +ve 0 91.658 0 0
Max -ve N/A N/A 0 047 LOAD GEMax +ve 0 86.306 0 0
Max -ve N/A N/A 0 048 LOAD GEMax +ve 0 80.954 0 0
Max -ve N/A N/A 0 049 LOAD GEMax +ve 0 75.601 0 0
Max -ve N/A N/A 0 050 LOAD GEMax +ve 0 70.249 0 0
Max -ve N/A N/A 0 051 LOAD GEMax +ve 0 64.897 0 0
Max -ve N/A N/A 0 052 LOAD GEMax +ve 0 59.544 0 0
Max -ve N/A N/A 0 053 LOAD GEMax +ve 0 54.192 0 0
Max -ve N/A N/A 0 054 LOAD GEMax +ve 0 48.84 0 0
Max -ve N/A N/A 0 055 LOAD GEMax +ve 0 43.488 0 0
Max -ve N/A N/A 0 056 LOAD GEMax +ve 0 38.135 0 0
Max -ve N/A N/A 0 057 LOAD GEMax +ve 0 32.783 0 0
Max -ve N/A N/A 0 058 LOAD GEMax +ve 0 27.431 0 0
Max -ve N/A N/A 0 059 LOAD GEMax +ve 0 22.078 0 0
Max -ve N/A N/A 0 060 LOAD GEMax +ve 0 17.73 0 0
Max -ve N/A N/A 0 061 LOAD GEMax +ve 0 15.053 0 0
Max -ve N/A N/A 0 062 LOAD GEMax +ve 0 12.377 0 0
Max -ve N/A N/A 0 063 LOAD GEMax +ve 0 9.701 0 0
Max -ve N/A N/A 0 064 LOAD GEMax +ve 0 7.025 0 0
Max -ve N/A N/A 0 065 LOAD GEMax +ve 0 4.349 0 0
Max -ve N/A N/A 0 066 LOAD GEMax +ve 0 1.673 0 0
Max -ve N/A N/A 0 067 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 068 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 069 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 070 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 071 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 072 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 073 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 074 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 075 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 076 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 077 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 078 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 079 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 080 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 081 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 082 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 083 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 084 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 085 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 086 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 087 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 088 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 089 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 090 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 091 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 092 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 093 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 094 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 095 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 096 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 097 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 098 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 099 LOAD GEMax +ve 0 0 0 0
Max -ve 0 0 0 0100 LOAD GMax +ve 0 0 0 0
Max -ve 0 0 0 0101 LOAD GMax +ve 0 0 0 0
Max -ve 0 0 0 0
Beam L/C Dist m Fy kN Dist m Fz kN My kNm Mz kNm3 1 LOAD CASMax +ve 0 0 0 0
Max -ve 0 0 0 02 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -0.002 0 03 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -2.278 0 04 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -4.555 0 05 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -6.833 0 06 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -9.11 0 07 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -11.388 0 08 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -13.665 0 09 LOAD GENMax +ve N/A N/A 0 0
Max -ve 0 -15.943 0 010 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -18.221 0 011 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -20.498 0 012 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -22.776 0 013 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -25.053 0 014 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -27.331 0 015 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -29.609 0 016 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -31.886 0 017 LOAD GEMax +ve 0 45.836 0 0 80
Max -ve 0.234 -34.164 0 018 LOAD GEMax +ve 0 43.559 0 0 80
Max -ve 0.468 -36.441 0 019 LOAD GEMax +ve 0 41.281 0 0 80
Max -ve 0.702 -38.719 0 020 LOAD GEMax +ve 0 39.004 0 0 80
Max -ve 0.82 -40.996 0 021 LOAD GEMax +ve 0 36.726 0 0 80
Max -ve 1.054 -43.274 0 022 LOAD GEMax +ve 0 34.448 0 0 80
Max -ve 1.405 -45.552 0 023 LOAD GEMax +ve 0 32.171 0 0 80
Max -ve 1.405 -47.829 0 024 LOAD GEMax +ve 0 29.893 0 0
Max -ve N/A N/A 0 025 LOAD GEMax +ve 0 26.278 0 0
Max -ve N/A N/A 0 026 LOAD GEMax +ve 0 21.324 0 0
Max -ve N/A N/A 0 027 LOAD GEMax +ve 0 16.37 0 0
Max -ve N/A N/A 0 028 LOAD GEMax +ve 0 11.416 0 0
Max -ve N/A N/A 0 029 LOAD GEMax +ve 0 6.463 0 0
Max -ve N/A N/A 0 030 LOAD GEMax +ve 0 1.509 0 0
Max -ve N/A N/A 0 031 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -3.445 0 032 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -9.737 0 033 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -17.367 0 034 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -24.996 0 035 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -32.626 0 036 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -40.256 0 037 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -47.886 0 038 LOAD GEMax +ve N/A N/A 0 0
Max -ve 0 -53.523 0 039 LOAD GEMax +ve 0 35.125 0 0 94
Max -ve 0.117 -58.875 0 040 LOAD GEMax +ve 0 29.772 0 0 94
Max -ve 0.351 -64.228 0 041 LOAD GEMax +ve 0 24.42 0 0 94
Max -ve 1.405 -69.58 0 042 LOAD GEMax +ve 0 19.068 0 0 94
Max -ve 1.405 -74.932 0 043 LOAD GEMax +ve 0 13.715 0 0 94
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