pad footing: axis a to c (except axis 5/c and 8/c) 1.1.1 ... · 01/01/1992 · stabling yard...

STABLING YARD (SY.RST) – B08. TRACTION POWER SUPPLY – Foundations and Structures Design

Report DS2

Appendix B - Page 4 of 55

M010-MSI-ENG-04-DER-32011 - Rev.1.2

PAD FOOTING: AXIS A TO C (EXCEPT AXIS 5/C AND 8/C)

1.1.1. Basic data

· Geotechnic calculations according to : EN 1997-1:2008

· Concrete calculations according to : BS EN1992-1-1:2004 NA:2005

· Shape selection : square footing

1.1.2. Geometry:

A = 2,50 (m) a = 0,50 (m) B = 2,50 (m) b = 0,50 (m) h1 = 0,70 (m) ex = 0,00 (m)

h2 = 0,00 (m) ey = 0,00 (m)

h4 = 0,08 (m)

a' = 50,0 (cm) b' = 50,0 (cm) cnom1 = 6,5 (cm) cnom2 = 6,5 (cm)

1.1.3. Materials

· Concrete : C40/50; Characteristic strength = 40,00 MPa

Unit weight = 2501,36 (kG/m3) Rectangular stress distribution

[3.1.7(3)]

· Longitudinal reinforcement : type B500B Characteristic strength = 500,00 MPa

Ductility class: B Horizontal branch of the stress-strain diagram

· Transversal reinforcement : type B500B Characteristic strength = 500,00 MPa

· Additional reinforcement: : type B500B Characteristic strength = 500,00 MPa


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.1.4. Loads:

Foundation loads: Case Nature Group N Fx Fy Mx My (kN) (kN) (kN) (kN*m) (kN*m) DL1 dead load(Structural) 1 231,06 -17,22 12,41 -1,26 4,82 DL2 dead load(Non-structural) 1 20,23 0,28 1,68 -2,92 -4,04 DL3 dead load(Non-structural) 1 174,16 -54,83 16,41 35,25 71,67 LL1 live load(Category H) 1 10,11 0,14 0,84 -1,46 -2,02 wL-x wind 1 0,94 -11,61 -0,35 0,75 -26,72 wLx wind 1 -22,14 21,82 -0,98 1,12 57,39 wLy wind 1 19,74 -0,95 19,01 -64,60 2,73 DL4 dead load(Non-structural) 1 2,02 0,03 0,17 -0,29 -0,40 TEw temperature 1 -46,43 2,49 5,19 3,66 37,33 TEs temperature 1 73,94 -3,97 -8,27 -5,83 -59,45 wL-y wind 1 -51,15 0,82 -22,31 77,13 3,38 SEI_X13 seismic 1 60,31 -73,13 -7,58 -24,47 -167,59 SEI_Y14 seismic 1 107,00 -5,98 -63,51 -201,88 -15,98 SEI_Z14 seismic 1 9,99 -0,19 -3,16 -0,74 -0,35 SEI_X17 seismic 1 60,31 -73,13 -7,58 -24,47 -167,59 SEI_Y18 seismic 1 107,00 -5,98 -63,51 -201,88 -15,98 SEI_Z18 seismic 1 9,99 -0,19 -3,16 -0,74 -0,35 SEI_X21 seismic 1 60,05 -73,25 -7,24 -23,39 -167,87 SEI_Y22 seismic 1 107,01 -5,93 -63,51 -201,87 -15,86 SEI_Z22 seismic 1 9,99 -0,19 -3,16 -0,74 -0,35 SEI_X25 seismic 1 60,05 -73,25 -7,24 -23,39 -167,87 SEI_Y26 seismic 1 107,01 -5,93 -63,51 -201,87 -15,86 SEI_Z26 seismic 1 9,99 -0,19 -3,16 -0,74 -0,35 DL1 dead load(Structural) 5 280,80 9,75 8,28 -24,11 2,32 DL2 dead load(Non-structural) 5 30,68 -0,01 1,94 -5,67 -0,59 DL3 dead load(Non-structural) 5 160,16 27,98 0,09 -0,36 15,85 LL1 live load(Category H) 5 15,34 -0,00 0,97 -2,83 -0,29 wL-x wind 5 -5,35 -16,59 -0,44 1,36 -15,39 wLx wind 5 -0,15 25,92 -0,37 0,96 20,56 wLy wind 5 0,56 0,88 49,04 -120,04 1,39 DL4 dead load(Non-structural) 5 3,07 -0,00 0,19 -0,57 -0,06 TEw temperature 5 -42,29 30,21 0,79 2,55 17,75 TEs temperature 5 67,36 -48,12 -1,26 -4,07 -28,27 wL-y wind 5 -46,39 -0,88 -67,87 152,88 -0,64 SEI_X13 seismic 5 3,73 -133,95 -6,00 -18,35 -146,83 SEI_Y14 seismic 5 59,44 -13,56 -88,19 -302,28 -14,79 SEI_Z14 seismic 5 17,87 -0,10 -1,58 -3,06 -0,18 SEI_X17 seismic 5 3,73 -133,95 -6,00 -18,35 -146,83 SEI_Y18 seismic 5 59,44 -13,56 -88,19 -302,28 -14,79 SEI_Z18 seismic 5 17,87 -0,10 -1,58 -3,06 -0,18 SEI_X21 seismic 5 3,58 -134,17 -5,74 -17,53 -147,08 SEI_Y22 seismic 5 59,44 -13,46 -88,19 -302,29 -14,68 SEI_Z22 seismic 5 17,87 -0,10 -1,58 -3,06 -0,18 SEI_X25 seismic 5 3,58 -134,17 -5,74 -17,53 -147,08 SEI_Y26 seismic 5 59,44 -13,46 -88,19 -302,29 -14,68 SEI_Z26 seismic 5 17,87 -0,10 -1,58 -3,06 -0,18 DL1 dead load(Structural) 7 297,83 -2,17 7,86 -24,24 1,41 DL2 dead load(Non-structural) 7 34,36 -0,98 1,85 -5,71 0,05 DL3 dead load(Non-structural) 7 164,37 10,05 0,07 -0,33 4,00 LL1 live load(Category H) 7 17,18 -0,49 0,92 -2,85 0,03 wL-x wind 7 -5,58 -11,84 -0,40 1,31 -13,38 wLx wind 7 -6,43 15,60 -0,39 1,28 14,32 wLy wind 7 -2,00 1,42 45,49 -116,36 1,08 DL4 dead load(Non-structural) 7 3,44 -0,10 0,18 -0,57 0,01 TEw temperature 7 -40,26 -5,48 0,81 2,35 7,95 TEs temperature 7 64,11 8,72 -1,30 -3,75 -12,66 wL-y wind 7 -49,15 -0,10 -62,97 148,33 -1,30 SEI_X13 seismic 7 1,85 -116,75 -2,23 -9,10 -141,20 SEI_Y14 seismic 7 56,54 -11,70 -77,31 -283,99 -14,37 SEI_Z14 seismic 7 21,70 -0,31 -3,10 -4,86 -0,11 SEI_X17 seismic 7 1,85 -116,75 -2,23 -9,10 -141,20 SEI_Y18 seismic 7 56,54 -11,70 -77,31 -283,99 -14,37


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_Z18 seismic 7 21,70 -0,31 -3,10 -4,86 -0,11 SEI_X21 seismic 7 1,77 -116,95 -2,12 -8,69 -141,43 SEI_Y22 seismic 7 56,55 -11,62 -77,32 -284,00 -14,28 SEI_Z22 seismic 7 21,70 -0,31 -3,10 -4,86 -0,11 SEI_X25 seismic 7 1,77 -116,95 -2,12 -8,69 -141,43 SEI_Y26 seismic 7 56,55 -11,62 -77,32 -284,00 -14,28 SEI_Z26 seismic 7 21,70 -0,31 -3,10 -4,86 -0,11 DL1 dead load(Structural) 11 296,02 3,00 8,09 -23,81 0,92 DL2 dead load(Non-structural) 11 33,91 0,48 1,90 -5,60 0,26 DL3 dead load(Non-structural) 11 164,01 0,93 0,05 -0,31 -0,07 LL1 live load(Category H) 11 16,96 0,24 0,95 -2,80 0,13 wL-x wind 11 -6,26 -10,95 -0,40 1,23 -12,96 wLx wind 11 -5,45 10,10 -0,41 1,29 12,53 wLy wind 11 -2,42 0,66 46,68 -113,77 1,03 DL4 dead load(Non-structural) 11 3,39 0,05 0,19 -0,56 0,03 TEw temperature 11 -38,50 3,69 0,76 2,49 -8,12 TEs temperature 11 61,32 -5,88 -1,21 -3,97 12,94 wL-y wind 11 -48,00 -1,46 -64,71 145,38 -1,56 SEI_X13 seismic 11 3,56 -107,04 -4,66 -17,65 -137,64 SEI_Y14 seismic 11 51,49 -11,11 -75,59 -260,44 -14,16 SEI_Z14 seismic 11 23,28 -0,12 -3,20 -5,25 -0,10 SEI_X17 seismic 11 3,56 -107,04 -4,66 -17,65 -137,64 SEI_Y18 seismic 11 51,49 -11,11 -75,59 -260,44 -14,16 SEI_Z18 seismic 11 23,28 -0,12 -3,20 -5,25 -0,10 SEI_X21 seismic 11 3,41 -107,22 -4,45 -16,87 -137,87 SEI_Y22 seismic 11 51,50 -11,03 -75,59 -260,47 -14,07 SEI_Z22 seismic 11 23,28 -0,12 -3,20 -5,25 -0,10 SEI_X25 seismic 11 3,41 -107,22 -4,45 -16,87 -137,87 SEI_Y26 seismic 11 51,50 -11,03 -75,59 -260,47 -14,07 SEI_Z26 seismic 11 23,28 -0,12 -3,20 -5,25 -0,10 DL1 dead load(Structural) 13 288,96 -2,28 6,21 -22,18 0,43 DL2 dead load(Non-structural) 13 32,53 -0,15 1,45 -5,20 0,25 DL3 dead load(Non-structural) 13 162,91 -4,22 0,11 -0,32 -1,68 LL1 live load(Category H) 13 16,26 -0,08 0,72 -2,60 0,13 wL-x wind 13 -1,24 -8,83 -0,21 0,84 -12,75 wLx wind 13 -5,47 7,97 -0,32 1,24 11,67 wLy wind 13 -2,27 0,78 36,81 -105,73 0,97 DL4 dead load(Non-structural) 13 3,25 -0,02 0,14 -0,52 0,03 TEw temperature 13 -52,83 -12,69 0,83 2,78 -15,54 TEs temperature 13 84,14 20,21 -1,33 -4,42 24,75 wL-y wind 13 -46,06 -0,66 -51,69 134,96 -1,47 SEI_X13 seismic 13 8,07 -79,03 -6,29 -26,85 -125,77 SEI_Y14 seismic 13 48,35 -8,10 -52,91 -235,70 -12,99 SEI_Z14 seismic 13 23,75 -0,06 -1,70 -4,57 -0,10 SEI_X17 seismic 13 8,07 -79,03 -6,29 -26,85 -125,77 SEI_Y18 seismic 13 48,35 -8,10 -52,91 -235,70 -12,99 SEI_Z18 seismic 13 23,75 -0,06 -1,70 -4,57 -0,10 SEI_X21 seismic 13 7,86 -79,16 -6,02 -25,67 -125,98 SEI_Y22 seismic 13 48,36 -8,05 -52,92 -235,72 -12,90 SEI_Z22 seismic 13 23,75 -0,06 -1,70 -4,57 -0,10 SEI_X25 seismic 13 7,86 -79,16 -6,02 -25,67 -125,98 SEI_Y26 seismic 13 48,36 -8,05 -52,92 -235,72 -12,90 SEI_Z26 seismic 13 23,75 -0,06 -1,70 -4,57 -0,10 DL1 dead load(Structural) 15 545,14 -18,32 21,29 -6,13 -50,01 DL2 dead load(Non-structural) 15 85,46 -4,67 -2,97 -2,08 -12,78 DL3 dead load(Non-structural) 15 208,08 0,65 108,31 7,54 2,00 LL1 live load(Category H) 15 42,73 -2,34 -1,49 -1,04 -6,39 wL-x wind 15 -14,45 -30,51 0,23 0,63 -62,18 wLx wind 15 -78,71 51,61 3,91 0,34 102,23 wLy wind 15 -71,56 4,75 75,91 -60,78 9,38 DL4 dead load(Non-structural) 15 8,55 -0,47 -0,30 -0,21 -1,28 TEw temperature 15 -5,62 4,29 2,89 -0,82 34,58 TEs temperature 15 8,95 -6,83 -4,60 1,30 -55,06 wL-y wind 15 -46,46 1,16 -75,19 65,78 7,81 SEI_X13 seismic 15 37,95 -56,19 -19,34 -24,29 -242,80 SEI_Y14 seismic 15 48,60 -4,71 -159,88 -199,68 -9,81 SEI_Z14 seismic 15 56,44 -3,32 -8,31 -0,60 -8,60 SEI_X17 seismic 15 37,95 -56,19 -19,34 -24,29 -242,80


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_Y18 seismic 15 48,60 -4,71 -159,88 -199,68 -9,81 SEI_Z18 seismic 15 56,44 -3,32 -8,31 -0,60 -8,60 SEI_X21 seismic 15 38,07 -56,24 -18,48 -23,22 -242,98 SEI_Y22 seismic 15 48,59 -4,67 -159,87 -199,67 -9,47 SEI_Z22 seismic 15 56,43 -3,32 -8,31 -0,60 -8,60 SEI_X25 seismic 15 38,07 -56,24 -18,48 -23,22 -242,98 SEI_Y26 seismic 15 48,59 -4,67 -159,87 -199,67 -9,47 SEI_Z26 seismic 15 56,43 -3,32 -8,31 -0,60 -8,60 DL1 dead load(Structural) 17 922,66 7,51 12,00 -37,90 21,23 DL2 dead load(Non-structural) 17 202,42 1,91 3,00 -9,43 5,40 DL3 dead load(Non-structural) 17 0,49 0,01 0,01 -0,20 0,10 LL1 live load(Category H) 17 101,21 0,96 1,50 -4,71 2,70 wL-x wind 17 -27,76 -5,69 -0,59 1,96 -23,65 wLx wind 17 -107,90 2,59 -1,17 3,48 15,03 wLy wind 17 -134,78 -1,18 17,66 -77,33 -3,24 DL4 dead load(Non-structural) 17 20,24 0,19 0,30 -0,94 0,54 TEw temperature 17 167,22 14,21 0,41 -1,47 54,89 TEs temperature 17 -266,31 -22,63 -0,65 2,34 -87,42 wL-y wind 17 -149,53 -1,47 -22,05 91,85 -4,26 SEI_X13 seismic 17 10,17 -63,01 -6,71 -27,85 -262,57 SEI_Y14 seismic 17 4,74 -2,42 -76,82 -318,40 -10,04 SEI_Z14 seismic 17 99,23 -1,77 -3,27 -8,90 -4,83 SEI_X17 seismic 17 10,17 -63,01 -6,71 -27,85 -262,57 SEI_Y18 seismic 17 4,74 -2,42 -76,82 -318,40 -10,04 SEI_Z18 seismic 17 99,23 -1,77 -3,27 -8,90 -4,83 SEI_X21 seismic 17 10,17 -63,06 -6,41 -26,62 -262,76 SEI_Y22 seismic 17 4,74 -2,33 -76,82 -318,40 -9,66 SEI_Z22 seismic 17 99,23 -1,77 -3,27 -8,90 -4,83 SEI_X25 seismic 17 10,17 -63,06 -6,41 -26,62 -262,76 SEI_Y26 seismic 17 4,74 -2,33 -76,82 -318,40 -9,66 SEI_Z26 seismic 17 99,23 -1,77 -3,27 -8,90 -4,83 DL1 dead load(Structural) 19 715,97 -0,83 11,31 -35,93 -1,57 DL2 dead load(Non-structural) 19 148,83 -0,22 2,77 -8,77 -0,45 DL3 dead load(Non-structural) 19 0,30 0,06 0,09 -0,41 0,23 LL1 live load(Category H) 19 74,42 -0,11 1,38 -4,38 -0,22 wL-x wind 19 -24,86 -5,58 -0,55 1,86 -23,36 wLx wind 19 -9,36 6,02 -0,50 1,67 24,38 wLy wind 19 -107,43 0,24 17,79 -77,07 0,63 DL4 dead load(Non-structural) 19 14,88 -0,02 0,28 -0,88 -0,04 TEw temperature 19 68,00 6,87 0,27 -1,08 29,52 TEs temperature 19 -108,29 -10,94 -0,43 1,72 -47,01 wL-y wind 19 -100,55 0,05 -21,89 90,69 -0,11 SEI_X13 seismic 19 3,94 -62,22 -4,36 -18,00 -260,40 SEI_Y14 seismic 19 20,67 -2,38 -73,92 -305,34 -9,93 SEI_Z14 seismic 19 49,81 -0,36 -2,60 -7,07 -0,99 SEI_X17 seismic 19 3,94 -62,22 -4,36 -18,00 -260,40 SEI_Y18 seismic 19 20,67 -2,38 -73,92 -305,34 -9,93 SEI_Z18 seismic 19 49,81 -0,36 -2,60 -7,07 -0,99 SEI_X21 seismic 19 3,95 -62,26 -4,16 -17,20 -260,59 SEI_Y22 seismic 19 20,67 -2,29 -73,92 -305,35 -9,55 SEI_Z22 seismic 19 49,81 -0,36 -2,60 -7,07 -0,99 SEI_X25 seismic 19 3,95 -62,26 -4,16 -17,20 -260,59 SEI_Y26 seismic 19 20,67 -2,29 -73,92 -305,35 -9,55 SEI_Z26 seismic 19 49,81 -0,36 -2,60 -7,07 -0,99 DL1 dead load(Structural) 21 761,46 0,70 11,31 -35,85 2,61 DL2 dead load(Non-structural) 21 160,43 0,17 2,77 -8,75 0,63 DL3 dead load(Non-structural) 21 -0,05 0,03 0,09 -0,40 0,15 LL1 live load(Category H) 21 80,22 0,08 1,38 -4,37 0,31 wL-x wind 21 -25,49 -5,60 -0,54 1,81 -23,41 wLx wind 21 -28,04 5,38 -0,52 1,73 22,63 wLy wind 21 -114,94 -0,07 17,35 -75,25 -0,19 DL4 dead load(Non-structural) 21 16,04 0,02 0,28 -0,87 0,06 TEw temperature 21 88,08 3,81 0,30 -1,13 15,84 TEs temperature 21 -140,27 -6,07 -0,47 1,80 -25,23 wL-y wind 21 -108,96 -0,18 -21,40 88,59 -0,73 SEI_X13 seismic 21 1,08 -62,39 -2,33 -9,62 -260,86 SEI_Y14 seismic 21 19,98 -2,36 -70,41 -290,81 -9,88 SEI_Z14 seismic 21 71,86 -0,09 -3,32 -9,05 -0,26


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_X17 seismic 21 1,08 -62,39 -2,33 -9,62 -260,86 SEI_Y18 seismic 21 19,98 -2,36 -70,41 -290,81 -9,88 SEI_Z18 seismic 21 71,86 -0,09 -3,32 -9,05 -0,26 SEI_X21 seismic 21 1,06 -62,43 -2,22 -9,18 -261,05 SEI_Y22 seismic 21 19,98 -2,27 -70,41 -290,82 -9,50 SEI_Z22 seismic 21 71,86 -0,09 -3,32 -9,05 -0,26 SEI_X25 seismic 21 1,06 -62,43 -2,22 -9,18 -261,05 SEI_Y26 seismic 21 19,98 -2,27 -70,41 -290,82 -9,50 SEI_Z26 seismic 21 71,86 -0,09 -3,32 -9,05 -0,26 DL1 dead load(Structural) 23 755,61 0,45 11,12 -35,23 1,91 DL2 dead load(Non-structural) 23 158,76 0,10 2,73 -8,62 0,44 DL3 dead load(Non-structural) 23 0,76 0,04 0,04 -0,26 0,17 LL1 live load(Category H) 23 79,38 0,05 1,37 -4,31 0,22 wL-x wind 23 -25,19 -5,61 -0,53 1,75 -23,44 wLx wind 23 -24,99 5,48 -0,53 1,75 22,91 wLy wind 23 -107,45 0,00 16,68 -72,78 0,01 DL4 dead load(Non-structural) 23 15,88 0,01 0,27 -0,86 0,04 TEw temperature 23 88,92 0,09 -0,03 -0,20 0,37 TEs temperature 23 -141,62 -0,14 0,06 0,31 -0,58 wL-y wind 23 -115,69 -0,16 -20,56 85,54 -0,69 SEI_X13 seismic 23 0,40 -62,35 -2,36 -9,76 -260,74 SEI_Y14 seismic 23 8,77 -2,37 -66,53 -275,48 -9,93 SEI_Z14 seismic 23 73,06 -0,12 -3,55 -9,66 -0,33 SEI_X17 seismic 23 0,40 -62,35 -2,36 -9,76 -260,74 SEI_Y18 seismic 23 8,77 -2,37 -66,53 -275,48 -9,93 SEI_Z18 seismic 23 73,06 -0,12 -3,55 -9,66 -0,33 SEI_X21 seismic 23 0,40 -62,39 -2,25 -9,31 -260,93 SEI_Y22 seismic 23 8,77 -2,28 -66,53 -275,50 -9,55 SEI_Z22 seismic 23 73,06 -0,12 -3,55 -9,66 -0,33 SEI_X25 seismic 23 0,40 -62,39 -2,25 -9,31 -260,93 SEI_Y26 seismic 23 8,77 -2,28 -66,53 -275,50 -9,55 SEI_Z26 seismic 23 73,06 -0,12 -3,55 -9,66 -0,33 DL1 dead load(Structural) 25 756,47 0,44 11,17 -35,28 1,89 DL2 dead load(Non-structural) 25 159,15 0,10 2,73 -8,60 0,44 DL3 dead load(Non-structural) 25 0,07 0,04 0,09 -0,37 0,18 LL1 live load(Category H) 25 79,57 0,05 1,37 -4,30 0,22 wL-x wind 25 -26,66 -5,56 -0,51 1,68 -23,31 wLx wind 25 -25,36 5,46 -0,53 1,78 22,84 wLy wind 25 -113,69 0,03 16,42 -71,39 0,07 DL4 dead load(Non-structural) 25 15,91 0,01 0,27 -0,86 0,04 TEw temperature 25 87,62 -3,62 0,25 -0,96 -15,08 TEs temperature 25 -139,54 5,77 -0,40 1,53 24,01 wL-y wind 25 -108,51 -0,19 -20,29 84,01 -0,75 SEI_X13 seismic 25 1,92 -62,39 -4,43 -18,30 -260,84 SEI_Y14 seismic 25 17,93 -2,39 -63,80 -263,54 -9,98 SEI_Z14 seismic 25 73,56 -0,06 -3,54 -9,62 -0,19 SEI_X17 seismic 25 1,92 -62,39 -4,43 -18,30 -260,84 SEI_Y18 seismic 25 17,93 -2,39 -63,80 -263,54 -9,98 SEI_Z18 seismic 25 73,56 -0,06 -3,54 -9,62 -0,19 SEI_X21 seismic 25 1,87 -62,43 -4,24 -17,49 -261,04 SEI_Y22 seismic 25 17,93 -2,30 -63,81 -263,57 -9,60 SEI_Z22 seismic 25 73,56 -0,06 -3,54 -9,62 -0,19 SEI_X25 seismic 25 1,87 -62,43 -4,24 -17,49 -261,04 SEI_Y26 seismic 25 17,93 -2,30 -63,81 -263,57 -9,60 SEI_Z26 seismic 25 73,56 -0,06 -3,54 -9,62 -0,19 DL1 dead load(Structural) 27 746,50 0,76 11,13 -35,06 2,75 DL2 dead load(Non-structural) 27 156,69 0,18 2,72 -8,55 0,66 DL3 dead load(Non-structural) 27 0,20 0,03 0,09 -0,38 0,15 LL1 live load(Category H) 27 78,34 0,09 1,36 -4,27 0,33 wL-x wind 27 -16,67 -5,89 -0,55 1,76 -24,24 wLx wind 27 -25,91 5,49 -0,54 1,80 22,91 wLy wind 27 -112,58 -0,04 15,95 -69,44 -0,11 DL4 dead load(Non-structural) 27 15,67 0,02 0,27 -0,85 0,07 TEw temperature 27 73,12 -6,83 0,28 -1,01 -29,15 TEs temperature 27 -116,45 10,87 -0,45 1,61 46,42 wL-y wind 27 -106,18 -0,22 -19,75 81,74 -0,85 SEI_X13 seismic 27 3,98 -62,18 -6,89 -28,44 -260,27 SEI_Y14 seismic 27 17,97 -2,37 -60,88 -251,38 -9,92


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_Z14 seismic 27 75,66 -0,12 -3,61 -9,82 -0,35 SEI_X17 seismic 27 3,98 -62,18 -6,89 -28,44 -260,27 SEI_Y18 seismic 27 17,97 -2,37 -60,88 -251,38 -9,92 SEI_Z18 seismic 27 75,66 -0,12 -3,61 -9,82 -0,35 SEI_X21 seismic 27 4,00 -62,23 -6,58 -27,18 -260,46 SEI_Y22 seismic 27 17,98 -2,28 -60,89 -251,41 -9,54 SEI_Z22 seismic 27 75,66 -0,12 -3,61 -9,82 -0,35 SEI_X25 seismic 27 4,00 -62,23 -6,58 -27,18 -260,46 SEI_Y26 seismic 27 17,98 -2,28 -60,89 -251,41 -9,54 SEI_Z26 seismic 27 75,66 -0,12 -3,61 -9,82 -0,35 DL1 dead load(Structural) 29 322,11 -18,31 -28,75 -10,95 -1,48 DL2 dead load(Non-structural) 29 37,01 2,85 2,73 2,11 -4,08 DL3 dead load(Non-structural) 29 217,33 -93,18 -125,62 -67,77 50,33 LL1 live load(Category H) 29 18,51 1,42 1,37 1,05 -2,04 wL-x wind 29 -1,91 -4,98 -0,50 0,01 -27,73 wLx wind 29 -39,75 2,54 -2,15 -3,62 41,11 wLy wind 29 -49,30 -2,94 14,14 -80,78 2,47 DL4 dead load(Non-structural) 29 3,70 0,28 0,27 0,21 -0,41 TEw temperature 29 -50,24 0,79 -6,32 -9,56 31,00 TEs temperature 29 80,01 -1,26 10,06 15,22 -49,38 wL-y wind 29 -4,01 -1,19 -17,08 71,77 3,77 SEI_X13 seismic 29 51,84 -28,37 -5,15 -25,85 -155,81 SEI_Y14 seismic 29 56,87 -3,09 -41,58 -212,30 -15,67 SEI_Z14 seismic 29 40,93 -3,50 -2,99 -5,31 -4,62 SEI_X17 seismic 29 51,84 -28,37 -5,15 -25,85 -155,81 SEI_Y18 seismic 29 56,87 -3,09 -41,58 -212,30 -15,67 SEI_Z18 seismic 29 40,93 -3,50 -2,99 -5,31 -4,62 SEI_X21 seismic 29 51,95 -28,34 -4,92 -24,71 -155,70 SEI_Y22 seismic 29 56,86 -3,08 -41,57 -212,29 -15,61 SEI_Z22 seismic 29 40,93 -3,51 -2,99 -5,31 -4,62 SEI_X25 seismic 29 51,95 -28,34 -4,92 -24,71 -155,70 SEI_Y26 seismic 29 56,86 -3,08 -41,57 -212,29 -15,61 SEI_Z26 seismic 29 40,93 -3,51 -2,99 -5,31 -4,62 DL1 dead load(Structural) 31 503,19 7,57 -19,83 49,02 2,07 DL2 dead load(Non-structural) 31 82,93 -6,13 -4,98 12,39 -0,26 DL3 dead load(Non-structural) 31 189,98 104,16 0,43 -1,55 10,35 LL1 live load(Category H) 31 41,47 -3,07 -2,49 6,19 -0,13 wL-x wind 31 -11,15 -19,72 0,67 -1,43 -16,08 wLx wind 31 -43,73 35,12 2,47 -6,53 18,34 wLy wind 31 -83,35 4,86 62,80 -156,81 -0,92 DL4 dead load(Non-structural) 31 8,29 -0,61 -0,50 1,24 -0,03 TEw temperature 31 -14,74 10,84 -2,63 -0,95 24,06 TEs temperature 31 23,48 -17,27 4,18 1,52 -38,31 wL-y wind 31 -35,68 4,29 -41,65 117,91 1,49 SEI_X13 seismic 31 3,89 -88,57 -6,21 -26,21 -141,43 SEI_Y14 seismic 31 40,53 -9,00 -69,04 -295,60 -14,13 SEI_Z14 seismic 31 70,53 -7,68 -6,03 -15,32 -0,20 SEI_X17 seismic 31 3,89 -88,57 -6,21 -26,21 -141,43 SEI_Y18 seismic 31 40,53 -9,00 -69,04 -295,60 -14,13 SEI_Z18 seismic 31 70,53 -7,68 -6,03 -15,32 -0,20 SEI_X21 seismic 31 3,82 -88,51 -5,94 -25,06 -141,32 SEI_Y22 seismic 31 40,53 -8,96 -69,04 -295,59 -14,07 SEI_Z22 seismic 31 70,53 -7,68 -6,03 -15,32 -0,20 SEI_X25 seismic 31 3,82 -88,51 -5,94 -25,06 -141,32 SEI_Y26 seismic 31 40,53 -8,96 -69,04 -295,59 -14,07 SEI_Z26 seismic 31 70,53 -7,68 -6,03 -15,32 -0,20 DL1 dead load(Structural) 33 403,68 1,93 -17,43 42,47 0,09 DL2 dead load(Non-structural) 33 61,08 1,54 -4,27 10,44 0,28 DL3 dead load(Non-structural) 33 161,10 -13,65 0,05 -0,45 -3,22 LL1 live load(Category H) 33 30,54 0,77 -2,13 5,22 0,14 wL-x wind 33 -10,32 -8,31 0,59 -1,28 -11,92 wLx wind 33 -3,27 6,48 0,54 -1,16 11,79 wLy wind 33 -63,61 -2,05 57,28 -146,42 -1,37 DL4 dead load(Non-structural) 33 6,11 0,15 -0,43 1,04 0,03 TEw temperature 33 -34,87 11,09 -1,13 -5,03 15,33 TEs temperature 33 55,54 -17,66 1,80 8,02 -24,42 wL-y wind 33 -24,11 -0,09 -38,73 112,59 1,12 SEI_X13 seismic 33 2,10 -80,86 -3,85 -16,55 -131,59


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_Y14 seismic 33 36,33 -8,09 -65,62 -281,52 -13,18 SEI_Z14 seismic 33 38,89 -2,43 -4,57 -11,58 -0,30 SEI_X17 seismic 33 2,10 -80,86 -3,85 -16,55 -131,59 SEI_Y18 seismic 33 36,33 -8,09 -65,62 -281,52 -13,18 SEI_Z18 seismic 33 38,89 -2,43 -4,57 -11,58 -0,30 SEI_X21 seismic 33 2,03 -80,80 -3,68 -15,81 -131,49 SEI_Y22 seismic 33 36,33 -8,06 -65,62 -281,53 -13,12 SEI_Z22 seismic 33 38,89 -2,43 -4,57 -11,58 -0,30 SEI_X25 seismic 33 2,03 -80,80 -3,68 -15,81 -131,49 SEI_Y26 seismic 33 36,33 -8,06 -65,62 -281,53 -13,12 SEI_Z26 seismic 33 38,89 -2,43 -4,57 -11,58 -0,30 DL1 dead load(Structural) 35 424,74 -1,02 -17,81 43,75 0,55 DL2 dead load(Non-structural) 35 66,03 -0,22 -4,36 10,76 0,15 DL3 dead load(Non-structural) 35 162,79 -0,31 0,13 -0,48 -0,17 LL1 live load(Category H) 35 33,01 -0,11 -2,18 5,38 0,07 wL-x wind 35 -10,46 -6,48 0,61 -1,34 -11,25 wLx wind 35 -11,50 6,99 0,63 -1,44 11,11 wLy wind 35 -67,55 -0,45 56,85 -144,76 -1,25 DL4 dead load(Non-structural) 35 6,60 -0,02 -0,44 1,08 0,01 TEw temperature 35 -29,15 3,94 -1,27 -4,59 7,47 TEs temperature 35 46,42 -6,27 2,03 7,30 -11,90 wL-y wind 35 -27,35 0,85 -38,13 110,29 1,19 SEI_X13 seismic 35 1,26 -71,66 -2,06 -8,86 -128,79 SEI_Y14 seismic 35 34,77 -7,22 -62,40 -267,99 -12,95 SEI_Z14 seismic 35 55,77 -0,42 -5,87 -14,85 -0,12 SEI_X17 seismic 35 1,26 -71,66 -2,06 -8,86 -128,79 SEI_Y18 seismic 35 34,77 -7,22 -62,40 -267,99 -12,95 SEI_Z18 seismic 35 55,77 -0,42 -5,87 -14,85 -0,12 SEI_X21 seismic 35 1,21 -71,60 -1,97 -8,45 -128,69 SEI_Y22 seismic 35 34,77 -7,19 -62,41 -268,00 -12,90 SEI_Z22 seismic 35 55,76 -0,42 -5,87 -14,85 -0,12 SEI_X25 seismic 35 1,21 -71,60 -1,97 -8,45 -128,69 SEI_Y26 seismic 35 34,77 -7,19 -62,41 -268,00 -12,90 SEI_Z26 seismic 35 55,76 -0,42 -5,87 -14,85 -0,12 DL1 dead load(Structural) 37 420,87 0,51 -17,80 43,80 0,74 DL2 dead load(Non-structural) 37 65,12 0,14 -4,37 10,77 0,18 DL3 dead load(Non-structural) 37 162,77 -0,28 0,12 -0,49 -0,04 LL1 live load(Category H) 37 32,56 0,07 -2,18 5,39 0,09 wL-x wind 37 -10,29 -6,20 0,62 -1,38 -11,16 wLx wind 37 -10,20 6,01 0,62 -1,37 10,91 wLy wind 37 -66,94 -0,76 56,50 -143,12 -1,31 DL4 dead load(Non-structural) 37 6,51 0,01 -0,44 1,08 0,02 TEw temperature 37 -30,84 0,09 -1,20 -4,78 0,13 TEs temperature 37 49,12 -0,14 1,91 7,60 -0,21 wL-y wind 37 -26,60 0,64 -37,73 108,42 1,21 SEI_X13 seismic 37 1,20 -70,98 -2,11 -9,04 -128,44 SEI_Y14 seismic 37 34,03 -7,16 -59,52 -255,39 -12,98 SEI_Z14 seismic 37 57,38 -0,18 -6,20 -15,69 -0,11 SEI_X17 seismic 37 1,20 -70,98 -2,11 -9,04 -128,44 SEI_Y18 seismic 37 34,03 -7,16 -59,52 -255,39 -12,98 SEI_Z18 seismic 37 57,38 -0,18 -6,20 -15,69 -0,11 SEI_X21 seismic 37 1,14 -70,92 -2,01 -8,63 -128,35 SEI_Y22 seismic 37 34,03 -7,13 -59,52 -255,41 -12,93 SEI_Z22 seismic 37 57,38 -0,18 -6,20 -15,69 -0,11 SEI_X25 seismic 37 1,14 -70,92 -2,01 -8,63 -128,35 SEI_Y26 seismic 37 34,03 -7,13 -59,52 -255,41 -12,93 SEI_Z26 seismic 37 57,38 -0,18 -6,20 -15,69 -0,11 DL1 dead load(Structural) 39 422,46 0,47 -17,90 44,19 0,71 DL2 dead load(Non-structural) 39 65,48 0,17 -4,39 10,87 0,19 DL3 dead load(Non-structural) 39 162,83 -0,88 0,13 -0,46 -0,25 LL1 live load(Category H) 39 32,74 0,09 -2,19 5,43 0,09 wL-x wind 39 -10,86 -6,90 0,63 -1,45 -11,33 wLx wind 39 -10,41 6,36 0,62 -1,37 11,00 wLy wind 39 -66,63 -0,80 56,02 -141,19 -1,35 DL4 dead load(Non-structural) 39 6,55 0,02 -0,44 1,09 0,02 TEw temperature 39 -29,22 -3,69 -1,30 -4,46 -7,18 TEs temperature 39 46,53 5,87 2,07 7,11 11,43 wL-y wind 39 -27,54 0,63 -37,16 106,08 1,24


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

SEI_X13 seismic 39 2,59 -71,01 -3,93 -16,86 -128,53 SEI_Y14 seismic 39 31,59 -7,19 -56,56 -242,87 -13,05 SEI_Z14 seismic 39 57,09 -0,07 -6,21 -15,73 -0,07 SEI_X17 seismic 39 2,59 -71,01 -3,93 -16,86 -128,53 SEI_Y18 seismic 39 31,59 -7,19 -56,56 -242,87 -13,05 SEI_Z18 seismic 39 57,09 -0,07 -6,21 -15,73 -0,07 SEI_X21 seismic 39 2,50 -70,96 -3,76 -16,11 -128,44 SEI_Y22 seismic 39 31,59 -7,16 -56,57 -242,90 -13,00 SEI_Z22 seismic 39 57,09 -0,07 -6,21 -15,73 -0,07 SEI_X25 seismic 39 2,50 -70,96 -3,76 -16,11 -128,44 SEI_Y26 seismic 39 31,59 -7,16 -56,57 -242,90 -13,00 SEI_Z26 seismic 39 57,09 -0,07 -6,21 -15,73 -0,07 DL1 dead load(Structural) 41 418,55 -1,68 -18,00 44,39 0,32 DL2 dead load(Non-structural) 41 64,57 -0,10 -4,41 10,92 0,19 DL3 dead load(Non-structural) 41 163,08 -3,96 0,01 -0,38 -1,61 LL1 live load(Category H) 41 32,28 -0,05 -2,20 5,46 0,10 wL-x wind 41 -6,54 -7,31 0,71 -1,65 -12,04 wLx wind 41 -10,65 7,58 0,62 -1,37 11,55 wLy wind 41 -65,52 -0,62 55,63 -139,27 -1,40 DL4 dead load(Non-structural) 41 6,46 -0,01 -0,44 1,09 0,02 TEw temperature 41 -34,85 -10,08 -1,30 -4,47 -14,79 TEs temperature 41 55,50 16,06 2,07 7,12 23,55 wL-y wind 41 -27,39 0,86 -36,67 103,83 1,28 SEI_X13 seismic 41 2,84 -74,99 -6,08 -26,08 -129,70 SEI_Y14 seismic 41 29,83 -7,59 -53,94 -231,40 -13,20 SEI_Z14 seismic 41 58,86 -0,12 -6,37 -16,10 -0,13 SEI_X17 seismic 41 2,84 -74,99 -6,08 -26,08 -129,70 SEI_Y18 seismic 41 29,83 -7,59 -53,94 -231,40 -13,20 SEI_Z18 seismic 41 58,86 -0,12 -6,37 -16,10 -0,13 SEI_X21 seismic 41 2,79 -74,93 -5,81 -24,93 -129,60 SEI_Y22 seismic 41 29,83 -7,57 -53,95 -231,42 -13,15 SEI_Z22 seismic 41 58,86 -0,12 -6,37 -16,10 -0,13 SEI_X25 seismic 41 2,79 -74,93 -5,81 -24,93 -129,60 SEI_Y26 seismic 41 29,83 -7,57 -53,95 -231,42 -13,15 SEI_Z26 seismic 41 58,86 -0,12 -6,37 -16,10 -0,13 DL1 dead load(Structural) 67 806,26 -1,23 11,01 -34,63 -2,68 DL2 dead load(Non-structural) 67 171,99 -0,32 2,69 -8,43 -0,70 DL3 dead load(Non-structural) 67 -0,16 0,04 0,07 -0,32 0,17 LL1 live load(Category H) 67 86,00 -0,16 1,35 -4,22 -0,35 wL-x wind 67 -111,06 -3,77 -1,24 3,61 -18,45 wLx wind 67 -22,92 5,36 -0,53 1,77 22,57 wLy wind 67 -122,02 0,28 15,50 -67,50 0,77 DL4 dead load(Non-structural) 67 17,20 -0,03 0,27 -0,84 -0,07 TEw temperature 67 160,76 -13,28 0,76 -2,28 -52,08 TEs temperature 67 -256,02 21,14 -1,21 3,64 82,94 wL-y wind 67 -117,53 0,13 -19,19 79,36 0,11 SEI_X13 seismic 67 24,32 -63,21 -9,40 -38,85 -263,07 SEI_Y14 seismic 67 16,89 -2,41 -58,17 -240,16 -10,04 SEI_Z14 seismic 67 78,95 -0,14 -3,42 -9,29 -0,40 SEI_X17 seismic 67 24,32 -63,21 -9,40 -38,85 -263,07 SEI_Y18 seismic 67 16,89 -2,41 -58,17 -240,16 -10,04 SEI_Z18 seismic 67 78,95 -0,14 -3,42 -9,29 -0,40 SEI_X21 seismic 67 24,26 -63,25 -8,99 -37,14 -263,26 SEI_Y22 seismic 67 16,89 -2,32 -58,18 -240,20 -9,66 SEI_Z22 seismic 67 78,95 -0,14 -3,42 -9,29 -0,40 SEI_X25 seismic 67 24,26 -63,25 -8,99 -37,14 -263,26 SEI_Y26 seismic 67 16,89 -2,32 -58,18 -240,20 -9,66 SEI_Z26 seismic 67 78,95 -0,14 -3,42 -9,29 -0,40 DL1 dead load(Structural) 69 445,16 -1,24 -18,01 44,77 -1,18 DL2 dead load(Non-structural) 69 70,75 2,95 -4,45 11,10 0,69 DL3 dead load(Non-structural) 69 166,93 -43,98 0,59 -1,73 -13,18 LL1 live load(Category H) 69 35,38 1,47 -2,23 5,55 0,35 wL-x wind 69 -43,12 -35,79 2,76 -7,41 -19,06 wLx wind 69 -11,27 22,41 0,61 -1,29 15,95 wLy wind 69 -70,54 -3,66 54,83 -136,62 -1,97 DL4 dead load(Non-structural) 69 7,08 0,29 -0,45 1,11 0,07 TEw temperature 69 0,14 -11,19 -2,77 -0,40 -23,08 TEs temperature 69 -0,22 17,82 4,41 0,64 36,76


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

wL-y wind 69 -31,39 -0,59 -35,83 100,85 1,11 SEI_X13 seismic 69 24,88 -99,00 -8,46 -36,04 -138,17 SEI_Y14 seismic 69 28,42 -10,00 -51,18 -220,29 -14,06 SEI_Z14 seismic 69 60,97 -1,60 -6,08 -15,37 -0,36 SEI_X17 seismic 69 24,88 -99,00 -8,46 -36,04 -138,17 SEI_Y18 seismic 69 28,42 -10,00 -51,18 -220,29 -14,06 SEI_Z18 seismic 69 60,97 -1,60 -6,08 -15,37 -0,36 SEI_X21 seismic 69 24,71 -98,93 -8,10 -34,47 -138,07 SEI_Y22 seismic 69 28,42 -9,96 -51,18 -220,32 -14,00 SEI_Z22 seismic 69 60,97 -1,59 -6,08 -15,37 -0,36 SEI_X25 seismic 69 24,71 -98,93 -8,10 -34,47 -138,07 SEI_Y26 seismic 69 28,42 -9,96 -51,18 -220,32 -14,00 SEI_Z26 seismic 69 60,97 -1,59 -6,08 -15,37 -0,36 DL1 dead load(Structural) 70 312,24 -2,86 6,73 -22,97 -1,33 DL2 dead load(Non-structural) 70 37,55 2,48 1,60 -5,45 0,65 DL3 dead load(Non-structural) 70 167,14 -43,86 -0,17 0,18 -13,18 LL1 live load(Category H) 70 18,78 1,24 0,80 -2,73 0,33 wL-x wind 70 -24,70 -43,31 -0,70 2,26 -21,54 wLx wind 70 -6,60 18,05 -0,38 1,26 14,65 wLy wind 70 -5,70 -0,50 37,72 -103,81 0,84 DL4 dead load(Non-structural) 70 3,76 0,25 0,16 -0,55 0,07 TEw temperature 70 -28,86 -12,60 1,24 1,62 -23,23 TEs temperature 70 45,96 20,07 -1,97 -2,59 37,00 wL-y wind 70 -50,02 -3,34 -53,13 133,22 -1,96 SEI_X13 seismic 70 17,18 -95,08 -8,47 -36,28 -131,48 SEI_Y14 seismic 70 46,08 -9,82 -53,57 -225,95 -13,60 SEI_Z14 seismic 70 22,48 -0,25 -1,65 -4,24 -0,13 SEI_X17 seismic 70 17,18 -95,08 -8,47 -36,28 -131,48 SEI_Y18 seismic 70 46,08 -9,82 -53,57 -225,95 -13,60 SEI_Z18 seismic 70 22,48 -0,25 -1,65 -4,24 -0,13 SEI_X21 seismic 70 17,27 -95,24 -8,09 -34,66 -131,69 SEI_Y22 seismic 70 46,09 -9,75 -53,58 -225,99 -13,51 SEI_Z22 seismic 70 22,48 -0,25 -1,65 -4,24 -0,13 SEI_X25 seismic 70 17,27 -95,24 -8,09 -34,66 -131,69 SEI_Y26 seismic 70 46,09 -9,75 -53,58 -225,99 -13,51 SEI_Z26 seismic 70 22,48 -0,25 -1,65 -4,24 -0,13 DL1 dead load(Structural) 73 471,99 9,97 21,71 -4,63 28,01 DL2 dead load(Non-structural) 73 66,01 2,49 -2,72 -1,72 6,98 DL3 dead load(Non-structural) 73 208,20 -0,35 108,20 7,62 -0,86 LL1 live load(Category H) 73 33,00 1,24 -1,36 -0,86 3,49 wL-x wind 73 -63,16 -49,48 3,57 0,26 -96,57 wLx wind 73 -11,44 30,68 0,23 0,54 62,51 wLy wind 73 -55,94 -1,58 60,16 -49,08 -4,25 DL4 dead load(Non-structural) 73 6,60 0,25 -0,27 -0,17 0,70 TEw temperature 73 -28,31 -6,10 3,13 -0,50 -37,76 TEs temperature 73 45,08 9,72 -4,98 0,79 60,14 wL-y wind 73 -35,45 -1,80 -57,96 52,07 -5,30 SEI_X13 seismic 73 49,96 -57,63 -22,57 -28,81 -246,43 SEI_Y14 seismic 73 32,32 -2,13 -105,21 -134,13 -9,36 SEI_Z14 seismic 73 26,44 -0,93 -6,14 -0,44 -2,26 SEI_X17 seismic 73 49,96 -57,63 -22,57 -28,81 -246,43 SEI_Y18 seismic 73 32,32 -2,13 -105,21 -134,13 -9,36 SEI_Z18 seismic 73 26,44 -0,93 -6,14 -0,44 -2,26 SEI_X21 seismic 73 50,15 -57,67 -21,57 -27,54 -246,61 SEI_Y22 seismic 73 32,32 -2,05 -105,23 -134,15 -9,00 SEI_Z22 seismic 73 26,44 -0,93 -6,14 -0,44 -2,26 SEI_X25 seismic 73 50,15 -57,67 -21,57 -27,54 -246,61 SEI_Y26 seismic 73 32,32 -2,05 -105,23 -134,15 -9,00 SEI_Z26 seismic 73 26,44 -0,93 -6,14 -0,44 -2,26 DL1 dead load(Structural) 75 278,02 11,20 -30,07 -11,26 -0,44 DL2 dead load(Non-structural) 75 28,31 -1,30 2,35 1,91 1,97 DL3 dead load(Non-structural) 75 193,84 51,83 -125,67 -67,53 -28,54 LL1 live load(Category H) 75 14,15 -0,65 1,17 0,96 0,99 wL-x wind 75 -34,74 -0,90 -1,90 -3,29 -35,25 wLx wind 75 1,22 3,04 -0,44 0,00 25,12 wLy wind 75 -39,72 0,91 11,11 -65,73 -3,26 DL4 dead load(Non-structural) 75 2,83 -0,13 0,23 0,19 0,20 TEw temperature 75 -55,27 -1,70 -6,69 -9,89 -27,50


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

TEs temperature 75 88,03 2,71 10,66 15,75 43,80 wL-y wind 75 -1,23 1,05 -13,47 57,23 0,51 SEI_X13 seismic 75 74,37 -28,44 -6,14 -30,70 -146,76 SEI_Y14 seismic 75 44,43 -3,07 -27,76 -143,33 -14,93 SEI_Z14 seismic 75 20,55 -0,69 -2,07 -3,68 -1,17 SEI_X17 seismic 75 74,37 -28,44 -6,14 -30,70 -146,76 SEI_Y18 seismic 75 44,43 -3,07 -27,76 -143,33 -14,93 SEI_Z18 seismic 75 20,55 -0,69 -2,07 -3,68 -1,17 SEI_X21 seismic 75 74,53 -28,41 -5,87 -29,34 -146,65 SEI_Y22 seismic 75 44,44 -3,06 -27,76 -143,36 -14,87 SEI_Z22 seismic 75 20,55 -0,69 -2,07 -3,68 -1,17 SEI_X25 seismic 75 74,53 -28,41 -5,87 -29,34 -146,65 SEI_Y26 seismic 75 44,44 -3,06 -27,76 -143,36 -14,87 SEI_Z26 seismic 75 20,55 -0,69 -2,07 -3,68 -1,17 DL1 dead load(Structural) 76 197,56 12,07 11,01 0,91 -1,43 DL2 dead load(Non-structural) 76 15,08 -1,05 1,30 -2,37 1,69 DL3 dead load(Non-structural) 76 149,01 51,84 16,43 35,26 -28,49 LL1 live load(Category H) 76 7,54 -0,53 0,65 -1,18 0,84 wL-x wind 76 -19,76 -1,58 -0,83 0,94 -42,18 wLx wind 76 3,50 2,82 -0,26 0,62 21,07 wLy wind 76 17,79 0,85 12,43 -50,66 0,39 DL4 dead load(Non-structural) 76 1,51 -0,11 0,13 -0,24 0,17 TEw temperature 76 -51,89 -1,15 5,14 4,19 -28,08 TEs temperature 76 82,64 1,84 -8,19 -6,67 44,73 wL-y wind 76 -40,87 0,69 -13,84 59,21 -3,09 SEI_X13 seismic 76 84,65 -27,17 -8,21 -28,66 -139,27 SEI_Y14 seismic 76 77,69 -3,07 -37,50 -132,94 -14,47 SEI_Z14 seismic 76 8,42 -0,13 -2,10 -0,69 -0,27 SEI_X17 seismic 76 84,65 -27,17 -8,21 -28,66 -139,27 SEI_Y18 seismic 76 77,69 -3,07 -37,50 -132,94 -14,47 SEI_Z18 seismic 76 8,42 -0,13 -2,10 -0,69 -0,27 SEI_X21 seismic 76 84,33 -27,22 -7,85 -27,40 -139,50 SEI_Y22 seismic 76 77,69 -3,05 -37,50 -132,96 -14,38 SEI_Z22 seismic 76 8,42 -0,13 -2,10 -0,69 -0,27 SEI_X25 seismic 76 84,33 -27,22 -7,85 -27,40 -139,50 SEI_Y26 seismic 76 77,69 -3,05 -37,50 -132,96 -14,38 SEI_Z26 seismic 76 8,42 -0,13 -2,10 -0,69 -0,27

1.1.5. Geotechnical design

1.1.5.1. Basic data

· Cohesion reduction coefficient: 0,00

· Requirement 6.5.3(13) disregarded

· Sliding with soil pressure considered: for X and Y directions

· Design approach: 1 A1 + M1 + R1

gf' = 1,00

gc' = 1,00

gcu = 1,00

gqu = 1,00

gg = 1,00

gR,v = 1,00

gR,h = 1,00

A2 + M2 + R1

gf' = 1,25

gc' = 1,25


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

gcu = 1,40

gqu = 1,40

gg = 1,00

gR,v = 1,00

gR,h = 1,00

1.1.5.2. Soil: Soil level: N1 = 0,00 (m)

Column pier level: Na = -0,60 (m)

Minimum reference level: Nf = -1,30 (m)

Water level: N max.= 0,00 (m) N min. = 0,00 (m)

BGWSL-HWSL (Highly Weatheered & Gravelly Simsima)

• Soil level: 0.00 (m) • Unit weight: 2050.00 (kG/m3) • Internal friction angle: 33.7 (Deg) • Cohesion: 80 (kPa)

1.1.5.3. Limit states

Stress calculations Soil type under foundation: not layered Design combination 15_ULS A2 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.30wLy+0.78TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Calculation results: On the foundation level Weight of foundation and soil over it: Gr = 107,85 (kN) Design load: Nr = 869,04 (kN) Mx = -233,88 (kN*m) My = -108,19 (kN*m) Load eccentricity: eB = 0,27 (m) eL = -0,12 (m) Equivalent foundation dimensions: B' = B - 2|eB| = 2,25 (m) L' = L - 2|eL| = 1,96 (m) Foundation depth: Dmin = 1,30 (m) Allowable stress calculation method: Analytical (D.2 formula of the EN-1997-1:2004 Appendix D) Coefficients of load capacity: Ng = 17.84 Nc = 28.42 Nq = 16.92 Inclination factors: ig = 0.48 ic = 0.62 iq = 0.64 Shape coefficient:


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

sg = 0.74 sc = 1.45 sq = 1.43 Factors of foundation base inclination: bg = 1.00 bc = 1.00 bq = 1.00 Soil profile parameters: C = 0.00 (MPa)

f = 0,61

g = 1230.00 (kG/m3) qu = 0,32 (MPa) Design soil pressure:

qlim = qu / gf = 0.32 (MPa)

gf = 1,00 Stress in soil: qref = 0.27 (MPa) Safety factor: qlim / qref = 1.176 > 1 Sliding (Chapter 6.5.3. of the EN-1997-1:2004) Design combination 75_ULS A2 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+0.78wL-y+1.30TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Weight of foundation and soil over it: Gr = 107,84 (kN) Design load: Nr = 538,01 (kN) Mx = 75,75 (kN*m) My = -20,02 (kN*m) Equivalent foundation dimensions: A_ = 2,50 (m) B_ = 2,50 (m) Sliding area: 6,25 (m2)

Foundation/soil friction coefficient: tan(dd) = 0,56 Cohesion: cu = 0.00 (MPa) Soil pressure considered: Hx = 60,21 (kN) Hy = -172,37 (kN) Ppx = -37,00 (kN) Ppy = 37,00 (kN) Pax = 2,72 (kN) Pay = -2,72 (kN) Sliding force value Hd = 140,50 (kN) Value of force preventing foundation sliding: - On the foundation level: Rd = 301,28 (kN) Stabilility for sliding: 2.144 > 1 Average settlement Soil type under foundation: not layered Design combination 17_SLS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.00LL1+1.00TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Weight of foundation and soil over it: Gr = 107,84 (kN) Average stress caused by design load: q = 0,24 (MPa) Thickness of the actively settling soil: z = 7,50 (m) Stress on the level z:


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

- Additional: szd = 0,01 (MPa)

- Caused by soil weight: szg = 0,11 (MPa) Settlement: - Original s' = 1,1 (cm) - Secondary s'' = 0,0 (cm) - TOTAL S = 1,1 (cm) < Sadm = 2,5 (cm) Safety factor: 2.27 > 1 Settlement difference Design combination 15_SLS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.00LL1+1.00wL-x+1.00TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Settlement difference: S = 0,9 (cm) < Sadm = 1,5 (cm) Safety factor: 1.66 > 1 Rotation About OX axis Design combination 5_ULS A1 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.50wL-y+0.90TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.35 * Archimedes pressure Weight of foundation and soil over it: Gr = 92,82 (kN) Design load: Nr = 459,88 (kN) Mx = 264,32 (kN*m) My = 77,05 (kN*m) Stability moment: Mstab = 574,84 (kN*m)

Rotation moment: Mrenv = 264,32 (kN*m)

Stability for rotation: 2.175 > 1 About OY axis Design combination: 1_ULS A1 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.50wLx+0.90TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.35 * Archimedes pressure Weight of foundation and soil over it: Gr = 92,82 (kN) Design load: Nr = 445,30 (kN) Mx = 12,05 (kN*m) My = 165,99 (kN*m) Stability moment: Mstab = 582,36 (kN*m)


Stability for rotation: 3.037 > 1


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.1.6. RC design

1.1.6.1. Analysis of punching and shear

Punching Design combination 17_ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+0.90wLy+1.50TEw Load factors: 1.35 * Foundation weight 1.35 * Soil weight 1.00 * Archimedes pressure Design load: Nr = 1943,25 (kN) Mx = -169,31 (kN*m) My = 143,04 (kN*m) Length of critical circumference: 5,14 (m) Punching force: 1204,66 (kN) Section effective height heff = 0,63 (m)

Reinforcement ratio: r = 0.18 % Shear stress: 1,08 (MPa) Admissible shear stress: 1,08 (MPa) Safety factor: 1.001 > 1

1.1.6.2. Required reinforcement

Pad footing: bottom: 17_ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+1.50TEw My = 497,57 (kN*m) Asx = 11,38 (cm2/m)

17_ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+0.90wLy+1.50TEw Mx = 478,48 (kN*m) Asy = 11,38 (cm2/m)

As min= 11,38 (cm2/m) (Acc. EN 1992-1-1:2004, chapter 9.2.1.1)

top: 1_ALS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3-1.00SEI_X21 My = -7,74 (kN*m) A'sx = 11,38 (cm2/m)

5_ULS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.50wL-y+0.90TEw Mx = -16,61 (kN*m) A'sy = 11,38 (cm2/m)


1.1.6.3. Provided reinforcement

Pad footing: Bottom: Along X axis:


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Along Y axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Top: Along X axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Along Y axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16

1.1.6.4. Crack Check

Design combination 17_ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+0.90wLy+1.50TEw Load factors: 1.35 * Foundation weight 1.35 * Soil weight 1.00 * Archimedes pressure Design load: Mdx = -169,31 (kN*m) * 1 /2.5 = 67.72 kN*m Mdy = 143,04 (kN*m) * 1 /2.5 = 57.22 kN*m Mkx = -169,31 (kN*m) * 1 /1.35 * 1 /2.5 = 50.17 kN*m Mky = 143,04 (kN*m) * 1 /1.35 * 1 /2.5 = 42.39 kN*m


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

PAD FOOTING: AXIS 5/C

1.2.1. Basic data

· Geotechnic calculations according to : EN 1997-1:2008

· Concrete calculations according to : BS EN1992-1-1:2004 NA:2005

· Shape selection : square footing

1.2.2. Geometry:

A = 2,50 (m) a = 0,50 (m) B = 2,50 (m) b = 0,50 (m) h1 = 0,70 (m) ex = 0,00 (m)

h2 = 0,00 (m) ey = 0,00 (m)

h4 = 0,08 (m)

a' = 50,0 (cm) b' = 50,0 (cm) cnom1 = 6,5 (cm) cnom2 = 6,5 (cm)

1.2.3. Materials

· Concrete : C40/50; Characteristic strength = 40,00 MPa

Unit weight = 2501,36 (kG/m3) Rectangular stress distribution

[3.1.7(3)]

· Longitudinal reinforcement : type B500B Characteristic strength = 500,00 MPa

Ductility class: B Horizontal branch of the stress-strain diagram

· Transversal reinforcement : type B500B Characteristic strength = 500,00 MPa

· Additional reinforcement: : type B500B Characteristic strength = 500,00 MPa


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.2.4. Loads:

Foundation loads: Case Nature Group N Fx Fy Mx My (kN) (kN) (kN) (kN*m) (kN*m) DL1 dead load(Structural) 3 365,24 1,09 1,41 -10,79 1,54 DL2 dead load(Non-structural) 3 43,11 -0,63 0,35 -2,62 -0,84 DL3 dead load(Non-structural) 3 188,63 11,73 -0,12 0,39 16,02 LL1 live load(Category H) 3 21,55 -0,31 0,17 -1,31 -0,42 wL-x wind 3 -5,36 1,66 -0,07 0,59 1,63 wLx wind 3 -25,04 0,36 -0,13 0,92 1,27 wLy wind 3 -15,05 0,16 12,55 -63,35 0,24 DL4 dead load(Non-structural) 3 4,31 -0,06 0,03 -0,26 -0,08 TEw temperature 3 -58,34 -3,94 0,80 -0,42 -4,36 TEs temperature 3 92,92 6,28 -1,27 0,66 6,95 wL-y wind 3 -46,88 0,81 -19,78 89,06 1,05 SEI_X13 seismic 3 7,14 -23,02 -1,01 -10,47 -25,51 SEI_Y14 seismic 3 42,79 -2,33 -32,96 -138,71 -2,60 SEI_Z14 seismic 3 20,18 -0,07 -7,99 -17,93 -0,09 SEI_X17 seismic 3 7,14 -23,02 -1,01 -10,47 -25,51 SEI_Y18 seismic 3 42,79 -2,33 -32,96 -138,71 -2,60 SEI_Z18 seismic 3 20,18 -0,07 -7,99 -17,93 -0,09 SEI_X21 seismic 3 7,02 -23,05 -0,97 -10,00 -25,56 SEI_Y22 seismic 3 42,79 -2,32 -32,96 -138,71 -2,58 SEI_Z22 seismic 3 20,18 -0,07 -7,99 -17,93 -0,09 SEI_X25 seismic 3 7,02 -23,05 -0,97 -10,00 -25,56 SEI_Y26 seismic 3 42,79 -2,32 -32,96 -138,71 -2,58 SEI_Z26 seismic 3 20,18 -0,07 -7,99 -17,93 -0,09

1.2.5. Geotechnical design

1.2.5.1. Basic data

· Cohesion reduction coefficient: 0,00

· Requirement 6.5.3(13) disregarded

· Sliding with soil pressure considered: for X and Y directions

· Design approach: 1 A1 + M1 + R1

gf' = 1,00

gc' = 1,00

gcu = 1,00

gqu = 1,00

gg = 1,00

gR,v = 1,00

gR,h = 1,00

A2 + M2 + R1

gf' = 1,25

gc' = 1,25

gcu = 1,40

gqu = 1,40

gg = 1,00

gR,v = 1,00

gR,h = 1,00


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.2.5.2. Soil: Soil level: N1 = 0,00 (m)

Column pier level: Na = -3,30 (m)

Minimum reference level: Nf = -4,00 (m)

Water level: N max. = 0,00 (m) N min. = 0,00 (m)

BGWSL-HWSL (Highly Weatheered & Gravelly Simsima)

• Soil level: 0.00 (m) • Unit weight: 2050.00 (kG/m3) • Internal friction angle: 33.7 (Deg) • Cohesion: 80 (kPa)

1.2.5.3. Limit states

Stress calculations Soil type under foundation: not layered Design combination ULS A2 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+0.91LL1+1.30wL-y+0.78TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Calculation results: On the foundation level Weight of foundation and soil over it: Gr = 107,85 (kN) Design load: Nr = 740,29 (kN) Mx = 119,24 (kN*m) My = 35,49 (kN*m) Load eccentricity: eB = -0,16 (m) eL = 0,05 (m) Equivalent foundation dimensions: B' = B - 2|eB| = 2,40 (m) L' = L - 2|eL| = 2,18 (m) Foundation depth: Dmin = 1,30 (m) Allowable stress calculation method: Analytical (D.2 formula of the EN-1997-1:2004 Appendix D Coefficients of load capacity: Ng = 17.84 Nc = 28.42 Nq = 16.92 Inclination factors: ig = 0.92 ic = 0.95 iq = 0.95 Shape coefficient: sg = 0.73 sc = 1.47 sq = 1.44 Factors of foundation base inclination: bg = 1.00 bc = 1.00


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

bq = 1.00 Soil profile parameters: C = 0.00 (MPa)

f = 0,61

g = 1230.00 (kG/m3) qu = 0,52 (MPa) Design soil pressure:

qlim = qu / gf = 0.52 (MPa)

gf = 1,00 Stress in soil: qref = 0.18 (MPa) Safety factor: qlim / qref = 2.926 > 1 Sliding (Chapter 6.5.3. of the EN-1997-1:2004) Design combination ULS A2 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+0.78wL-y+1.30TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Weight of foundation and soil over it: Gr = 107,84 (kN) Design load: Nr = 596,71 (kN) Mx = 64,55 (kN*m) My = 17,13 (kN*m) Equivalent foundation dimensions: A_ = 2,50 (m) B_ = 2,50 (m) Sliding area: 6,25 (m2)

Foundation/soil friction coefficient: tan(dd) = 0,56 Cohesion: cu = 0.00 (MPa) Soil pressure considered: Hx = 7,63 (kN) Hy = -12,72 (kN) Ppx = -37,00 (kN) Ppy = 37,00 (kN) Pax = 2,72 (kN) Pay = -2,72 (kN) Sliding force value Hd = 0,00 (kN) Value of force preventing foundation sliding: - On the foundation level: Rd = 334,16 (kN)

Stabilility for sliding: ¥ Average settlement Soil type under foundation: not layered Design combination SLS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.00LL1+1.00TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Weight of foundation and soil over it: Gr = 107,84 (kN) Average stress caused by design load: q = 0,13 (MPa) Thickness of the actively settling soil: z = 5,00 (m) Stress on the level z:

- Additional: szd = 0,01 (MPa)

- Caused by soil weight: szg = 0,08 (MPa) Settlement: - Original s' = 0,5 (cm) - Secondary s'' = 0,0 (cm) - TOTAL S = 0,5 (cm) < Sadm = 2,5 (cm)


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

Safety factor: 5.00 > 1 Settlement difference Design combination SLS : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.00wL-x+1.00TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.00 * Archimedes pressure Settlement difference: S = 0,2 (cm) < Sadm = 1,5 (cm) Safety factor: 8.897 > 1 Rotation About OX axis Design combination ULS A1 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+1.50wL-y+0.90TEw Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.35 * Archimedes pressure Weight of foundation and soil over it: Gr = 92,82 (kN) Design load: Nr = 571,29 (kN) Mx = 139,03 (kN*m) My = 21,14 (kN*m) Stability moment: Mstab = 714,11 (kN*m)


Stability for rotation: 5.136 > 1 About OY axis Design combination: ULS A1 : 1.00DL1+1.00DL2+1.00DL4+1.00DL3+0.90wL-y+1.50TEs Load factors: 1.00 * Foundation weight 1.00 * Soil weight 1.35 * Archimedes pressure Weight of foundation and soil over it: Gr = 92,82 (kN) Design load: Nr = 791,30 (kN) Mx = 80,49 (kN*m) My = 43,59 (kN*m) Stability moment: Mstab = 989,12 (kN*m)


Stability for rotation: 22.69 > 1


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.2.6. RC design

1.2.6.1. Analysis of punching and shear

Punching Design combination ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+1.50wLy+0.90TEs Load factors: 1.35 * Foundation weight 1.35 * Soil weight 1.00 * Archimedes pressure Design load: Nr = 1056,02 (kN) Mx = -127,81 (kN*m) My = 43,99 (kN*m) Length of critical circumference: 5,14 (m) Punching force: 605,10 (kN) Section effective height heff = 0,63 (m)

Reinforcement ratio: r = 0.18 % Shear stress: 0,58 (MPa) Admissible shear stress: 1,08 (MPa) Safety factor: 1.876 > 1

1.2.6.2. Required reinforcement

Pad footing: bottom: ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+1.50TEs My = 244,42 (kN*m) Asx = 11,38 (cm2/m)

ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+1.50wLy+0.90TEs Mx = 257,00 (kN*m) Asy = 11,38 (cm2/m)


top: My = 0,00 (kN*m) A'sx = 11,38 (cm2/m)

Mx = 0,00 (kN*m) A'sy = 11,38 (cm2/m)


Column pier: Longitudinal reinforcement A = 0,00 (cm2) A min. = 0,00 (cm2)

A = 2 * (Asx + Asy) Asx = 0,00 (cm2) Asy = 0,00 (cm2)


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

1.2.6.3. Provided reinforcement

Pad footing: Bottom: Along X axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Along Y axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Top: Along X axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16 Along Y axis: 15 B500B 16 l = 2,37 (m) e = 1*-1,11 + 14*0,16

1.2.6.4. Crack Check

Design combination ULS : 1.35DL1+1.35DL2+1.35DL4+1.35DL3+1.05LL1+1.50wLy+0.90TEs Load factors: 1.35 * Foundation weight 1.35 * Soil weight 1.00 * Archimedes pressure Design load: Mdx = -127,81 (kN*m) * 1 /2.5 = 51.12 kN*m Mdy = 43,99 (kN*m) * 1 /2.5 = 17.60 kN*m Mkx =-127,81 (kN*m) * 1 /1.35 * 1 /2.5 = 37.87 kN*m Mky = 43,99 (kN*m) * 1 /1.35 * 1 /2.5 = 13.03 kN*m


Report DS2


M010-MSI-ENG-04-DER-32011 - Rev.1.2

pad footing: axis a to c (except axis 5/c and 8/c) 1.1.1 ... · 01/01/1992 · stabling yard...

Documents