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M.COLME 11-Jun-12 A.QUIROG

14-Aug-2012 07:56SALA DE CONTROL.std

Print Time/Date: 14/08/2012 08:15 Print Run 1 of 19STAAD.Pro for Windows 20.07.04.12

3D Rendered View

Job Information Engineer Checked Approved

Name: M.COLME A.QUIROGDate: 11-Jun-12

Structure Type SPACE FRAME

Number of Nodes 66 Highest Node 66Number of Elements 125 Highest Beam 137

Number of Basic Load Cases 7Number of Combination Load Cases 22

Included in this printout are data for:All The Whole Structure


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Job Information Cont...Included in this printout are results for load cases:

Type L/C Name

Primary 1 LOAD CASE 1 CARGA PERMANENTEPrimary 2 LOAD CASE 2 CARGA VARIABLEPrimary 3 LOAD CASE 3 VIENTO EN XPrimary 4 LOAD CASE 4 VIENTO EN ZPrimary 5 LOAD CASE 5 SISMO EN XPrimary 6 LOAD CASE 6 SISMO EN ZPrimary 7 LOAD CASE 7 SISMO EN Y

Combination 8 COMBINATION LOAD CASE 8Combination 9 COMBINATION LOAD CASE 9Combination 10 COMBINATION LOAD CASE 10Combination 11 COMBINATION LOAD CASE 11Combination 12 COMBINATION LOAD CASE 12Combination 13 COMBINATION LOAD CASE 13Combination 14 COMBINATION LOAD CASE 14Combination 15 COMBINATION LOAD CASE 15Combination 16 COMBINATION LOAD CASE 16Combination 17 COMBINATION LOAD CASE 17Combination 18 COMBINATION LOAD CASE 18Combination 19 COMBINATION LOAD CASE 19Combination 20 COMBINATION LOAD CASE 20Combination 21 COMBINATION LOAD CASE 21Combination 22 COMBINATION LOAD CASE 22Combination 23 COMBINATION LOAD CASE 23Combination 24 COMBINATION LOAD CASE 24Combination 100 COMBINATION LOAD CASE 100Combination 101 COMBINATION LOAD CASE 101Combination 102 COMBINATION LOAD CASE 102Combination 103 COMBINATION LOAD CASE 103Combination 104 COMBINATION LOAD CASE 104

MaterialsMat Name E

(kN/mm2) Density

(kg/m3)

(1/K)1 STEEL 205.000 0.300 7.83E+3 12E -62 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -63 ALUMINUM 68.948 0.330 2.71E+3 23E -64 CONCRETE 21.718 0.170 2.4E+3 10E -6


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Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor

8 COMBINATION LOAD CASE 8 1 LOAD CASE 1 CARGA PERMANENTE 1.409 COMBINATION LOAD CASE 9 1 LOAD CASE 1 CARGA PERMANENTE 1.20

2 LOAD CASE 2 CARGA VARIABLE 1.6010 COMBINATION LOAD CASE 10 1 LOAD CASE 1 CARGA PERMANENTE 1.20

2 LOAD CASE 2 CARGA VARIABLE 0.5011 COMBINATION LOAD CASE 11 1 LOAD CASE 1 CARGA PERMANENTE 1.20

3 LOAD CASE 3 VIENTO EN X 0.8012 COMBINATION LOAD CASE 12 1 LOAD CASE 1 CARGA PERMANENTE 1.20

4 LOAD CASE 4 VIENTO EN Z 0.8013 COMBINATION LOAD CASE 13 1 LOAD CASE 1 CARGA PERMANENTE 1.20

3 LOAD CASE 3 VIENTO EN X 1.302 LOAD CASE 2 CARGA VARIABLE 0.50

14 COMBINATION LOAD CASE 14 1 LOAD CASE 1 CARGA PERMANENTE 1.204 LOAD CASE 4 VIENTO EN Z 1.302 LOAD CASE 2 CARGA VARIABLE 0.50

15 COMBINATION LOAD CASE 15 1 LOAD CASE 1 CARGA PERMANENTE 0.903 LOAD CASE 3 VIENTO EN X 1.30

16 COMBINATION LOAD CASE 16 1 LOAD CASE 1 CARGA PERMANENTE 0.904 LOAD CASE 4 VIENTO EN Z 1.30

17 COMBINATION LOAD CASE 17 1 LOAD CASE 1 CARGA PERMANENTE 0.903 LOAD CASE 3 VIENTO EN X -1.30

18 COMBINATION LOAD CASE 18 1 LOAD CASE 1 CARGA PERMANENTE 0.904 LOAD CASE 4 VIENTO EN Z -1.30

19 COMBINATION LOAD CASE 19 1 LOAD CASE 1 CARGA PERMANENTE 0.905 LOAD CASE 5 SISMO EN X 1.00

20 COMBINATION LOAD CASE 20 1 LOAD CASE 1 CARGA PERMANENTE 0.907 LOAD CASE 7 SISMO EN Y 1.00

21 COMBINATION LOAD CASE 21 1 LOAD CASE 1 CARGA PERMANENTE 0.906 LOAD CASE 6 SISMO EN Z 1.00

22 COMBINATION LOAD CASE 22 1 LOAD CASE 1 CARGA PERMANENTE 0.905 LOAD CASE 5 SISMO EN X -1.00

23 COMBINATION LOAD CASE 23 1 LOAD CASE 1 CARGA PERMANENTE 0.907 LOAD CASE 7 SISMO EN Y -1.00

24 COMBINATION LOAD CASE 24 1 LOAD CASE 1 CARGA PERMANENTE 0.906 LOAD CASE 6 SISMO EN Z -1.00

100 COMBINATION LOAD CASE 100 1 LOAD CASE 1 CARGA PERMANENTE 1.002 LOAD CASE 2 CARGA VARIABLE 1.00

101 COMBINATION LOAD CASE 101 1 LOAD CASE 1 CARGA PERMANENTE 1.002 LOAD CASE 2 CARGA VARIABLE 1.003 LOAD CASE 3 VIENTO EN X 1.00

102 COMBINATION LOAD CASE 102 1 LOAD CASE 1 CARGA PERMANENTE 1.002 LOAD CASE 2 CARGA VARIABLE 1.004 LOAD CASE 4 VIENTO EN Z 1.00

103 COMBINATION LOAD CASE 103 1 LOAD CASE 1 CARGA PERMANENTE 1.002 LOAD CASE 2 CARGA VARIABLE 1.00


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Combination Load Cases Cont...Comb. Combination L/C Name Primary Primary L/C Name Factor

5 LOAD CASE 5 SISMO EN X 1.00104 COMBINATION LOAD CASE 104 1 LOAD CASE 1 CARGA PERMANENTE 1.00

2 LOAD CASE 2 CARGA VARIABLE 1.006 LOAD CASE 6 SISMO EN Z 1.00

Reaction SummaryHorizontal Vertical Horizontal Moment

Node L/C FX(kg)

FY(kg)

FZ(kg)

MX(kNm)

MY(kNm)

MZ(kNm)

Max FX 25 103:COMBINAT 1.31E+3 7.54E+3 153.804 -0.161 0.716 -12.079Min FX 24 22:COMBINAT -1.27E+3 4.87E+3 -22.549 1.696 0.551 15.914Max FY 23 9:COMBINATIO 189.819 14.1E+3 -52.457 1.865 -0.032 -2.838Min FY 26 6:LOAD CASE 1.336 -473.914 688.068 5.527 -0.013 -0.026Max FZ 25 104:COMBINAT 169.336 7.24E+3 1.31E+3 11.103 -0.592 -0.785Min FZ 59 24:COMBINAT -49.565 6.65E+3 -1.13E+3 -10.109 -0.907 -2.020

Max MX 16 104:COMBINAT 45.602 8.85E+3 1.17E+3 15.080 -0.645 1.475Min MX 18 24:COMBINAT 29.190 4.23E+3 -1.04E+3 -13.376 0.615 1.555Max MY 21 6:LOAD CASE -3.929 189.730 765.951 9.038 1.675 0.084Min MY 21 24:COMBINAT -364.741 3.72E+3 -714.316 -11.002 -1.678 0.036Max MZ 24 22:COMBINAT -1.27E+3 4.87E+3 -22.549 1.696 0.551 15.914Min MZ 11 103:COMBINAT 860.395 7.58E+3 -27.324 -0.294 0.017 -14.074


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Steel Design (Track 2) Beam 1 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 1 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 6.3 (KNS-METRE) | |PARAMETER | L104CAPACITIES | |IN KNS CMS |L104 IN KNS METRE | |--------------- + L104 -------------| | KL/R-Y= 50.25 | L104 PNC=0.1004E+4| | KL/R-Z= 50.25 + L104 pnc=0.2137E+2| | UNL = 375.00 | L104 L104 PNT=0.1211E+4| | CB = 1.00 + pnt=0.0000E+0| | PHIC = 0.85 | L104 L103 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.7664E+0| | FYLD = 24.82 | L24 L18 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.6284E+1| | DFF = 0.00 1.3 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.3760E+0| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 27.4 2.8 3.7 0.0 6.3 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 9 103 18 0 104 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.089 104 | | 21.37 C 6.28 0.77 3.75 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 1 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 2 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 2 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.7 (KNS-METRE) | |PARAMETER |L103 L24 CAPACITIES | |IN KNS CMS | IN KNS METRE | |--------------- + L103 L24 -------------| | KL/R-Y= 50.25 | L24 PNC=0.1004E+4| | KL/R-Z= 50.25 + L103 pnc=0.3799E+2| | UNL = 375.00 | L103 L24 PNT=0.1211E+4| | CB = 1.00 + L24 pnt=0.0000E+0| | PHIC = 0.85 | L103 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5487E+1| | FYLD = 24.82 | L9 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.1008E+1| | DFF = 0.00 0.4 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.3072E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 41.9 3.1 3.2 0.0 5.7 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 9 103 24 0 24 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.088 103 | | 37.99 C 1.01 -5.49 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 2 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 3 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 3 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.9 (KNS-METRE) | |PARAMETER |L104 L104CAPACITIES | |IN KNS CMS | IN KNS METRE | |--------------- + L104 L104 -------------| | KL/R-Y= 50.25 | L104 PNC=0.1004E+4| | KL/R-Z= 50.25 + L103 pnc=0.2013E+2| | UNL = 375.00 | L103 L104 PNT=0.1211E+4| | CB = 1.00 + L104 pnt=0.0000E+0| | PHIC = 0.85 | L103 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5981E+0| | FYLD = 24.82 | L13 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.5848E+1| | DFF = 0.00 0.2 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.2906E+0| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 28.2 3.0 3.3 0.0 5.9 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 9 103 104 0 104 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.082 104 | | 20.13 C 5.85 0.60 3.75 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 3 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 4 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 4 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.5 (KNS-METRE) | |PARAMETER |L103 CAPACITIES | |IN KNS CMS | L103IN KNS METRE | |--------------- + L103 -------------| | KL/R-Y= 50.25 | L103 L103 PNC=0.1004E+4| | KL/R-Z= 50.25 + L24 pnc=0.3682E+2| | UNL = 375.00 | L103 PNT=0.1211E+4| | CB = 1.00 + L103 L24 pnt=0.0000E+0| | PHIC = 0.85 | L24 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5466E+1| | FYLD = 24.82 | L17 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.1197E+0| | DFF = 0.00 0.1 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.2931E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 40.5 2.9 2.8 0.0 5.5 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 9 103 24 0 103 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.086 103 | | 36.82 C 0.12 -5.47 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 4 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 5 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 5 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.6 (KNS-METRE) | |PARAMETER |L103 CAPACITIES | |IN KNS CMS | L103IN KNS METRE | |--------------- + L103 -------------| | KL/R-Y= 50.25 | L103 L103 PNC=0.1004E+4| | KL/R-Z= 50.25 + L103 pnc=0.3633E+2| | UNL = 375.00 | L103 PNT=0.1211E+4| | CB = 1.00 + L103 L104 pnt=0.0000E+0| | PHIC = 0.85 | L104 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5551E+1| | FYLD = 24.82 | L17 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.1944E+0| | DFF = 0.00 0.1 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.2965E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 39.6 3.0 2.8 0.0 5.6 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 9 103 104 0 103 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.086 103 | | 36.33 C -0.19 -5.55 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 5 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 6 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 6 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.5 (KNS-METRE) | |PARAMETER |L103 CAPACITIES | |IN KNS CMS | L24 IN KNS METRE | |--------------- + L103 L24 -------------| | KL/R-Y= 50.25 | L103 L24 PNC=0.1004E+4| | KL/R-Z= 50.25 + pnc=0.2997E+2| | UNL = 375.00 | L103 L24 PNT=0.1211E+4| | CB = 1.00 + L103 L24 pnt=0.0000E+0| | PHIC = 0.85 | MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5443E+1| | FYLD = 24.82 | L17 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.4490E+0| | DFF = 0.00 0.2 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.2907E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 31.7 2.9 3.0 0.0 5.5 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 9 103 24 0 103 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.082 103 | | 29.97 C 0.45 -5.44 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 6 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 7 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 7 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 6.1 (KNS-METRE) | |PARAMETER | L104CAPACITIES | |IN KNS CMS |L104 IN KNS METRE | |--------------- + L103 L104 -------------| | KL/R-Y= 50.25 | L104 PNC=0.1004E+4| | KL/R-Z= 50.25 + L103 pnc=0.2898E+2| | UNL = 375.00 | L103 L104 PNT=0.1211E+4| | CB = 1.00 + L104 pnt=0.0000E+0| | PHIC = 0.85 | L103 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.2796E+0| | FYLD = 24.82 | L13 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.6124E+1| | DFF = 0.00 0.3 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.1265E+0| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 39.5 3.0 3.4 0.0 6.1 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 9 103 104 0 104 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.090 104 | | 28.98 C 6.12 0.28 3.75 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 7 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 8 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 8 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.6 (KNS-METRE) | |PARAMETER |L103 CAPACITIES | |IN KNS CMS | L24 IN KNS METRE | |--------------- + L103 -------------| | KL/R-Y= 50.25 | L103 L24 PNC=0.1004E+4| | KL/R-Z= 50.25 + L24 pnc=0.4309E+2| | UNL = 375.00 | L103 L24 PNT=0.1211E+4| | CB = 1.00 + L103 pnt=0.0000E+0| | PHIC = 0.85 | L24 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5570E+1| | FYLD = 24.82 | L17 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.3125E+0| | DFF = 0.00 0.1 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.2976E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 48.1 3.0 2.9 0.0 5.6 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 9 103 24 0 103 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.090 103 | | 43.09 C 0.31 -5.57 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 8 ST PIPS80 (AISC SECTIONS)


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Steel Design (Track 2) Beam 9 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 9 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.5 (KNS-METRE) | |PARAMETER |L24 L24 CAPACITIES | |IN KNS CMS | IN KNS METRE | |--------------- + L24 L24 -------------| | KL/R-Y= 50.25 | L24 PNC=0.1004E+4| | KL/R-Z= 50.25 + L24 pnc=0.1107E+2| | UNL = 375.00 | L24 PNT=0.1211E+4| | CB = 1.00 + L24 pnt=0.0000E+0| | PHIC = 0.85 | L104 L24 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.1147E+0| | FYLD = 24.82 | L104 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.5490E+1| | DFF = 0.00 0.6 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.4532E-1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 17.4 2.4 3.1 0.0 5.5 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 103 103 24 0 24 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.073 24 | | 11.07 C -5.49 0.11 3.75 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 9 ST PIPS80 (AISC SECTIONS)


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14 A

SALA DE CONTROL

PDVSA




Steel Design (Track 2) Beam 26 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 26 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 5.8 (KNS-METRE) | |PARAMETER |L103 L103CAPACITIES | |IN KNS CMS | IN KNS METRE | |--------------- + L103 L103 -------------| | KL/R-Y= 50.25 | L24 L103 PNC=0.1004E+4| | KL/R-Z= 50.25 + pnc=0.4256E+2| | UNL = 375.00 | L24 L103 PNT=0.1211E+4| | CB = 1.00 + L24 L103 pnt=0.0000E+0| | PHIC = 0.85 | MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.5818E+1| | FYLD = 24.82 | L104 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.9527E-1| | DFF = 0.00 0.0 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.3308E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 53.2 3.3 3.0 0.0 5.8 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 9 103 24 0 103 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.093 103 | | 42.56 C 0.10 -5.82 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 26 ST PIPS80 (AISC SECTIONS)


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15 A

SALA DE CONTROL

PDVSA




Steel Design (Track 2) Beam 27 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ------------ | |MEMBER 27 * | AISC SECTIONS | AX=0.5419E+2 | | * | ST PIPS80 | --Z AY=0.2817E+2 | |DESIGN CODE * | | AZ=0.2817E+2 | | LRFD 2001 * =============================== PY=0.3638E+3 | | * PZ=0.3638E+3 | | * || RY=0.7462E+1 | |************* RZ=0.7462E+1 | | | | 7.2 (KNS-METRE) | |PARAMETER | L22 CAPACITIES | |IN KNS CMS | IN KNS METRE | |--------------- +L22 L22 -------------| | KL/R-Y= 50.25 | L22 PNC=0.1004E+4| | KL/R-Z= 50.25 + L22 pnc=0.1349E+2| | UNL = 375.00 | L22 L22 PNT=0.1211E+4| | CB = 1.00 + pnt=0.0000E+0| | PHIC = 0.85 | L22 L9 MNZ=0.8127E+2| | PHIB = 0.90 + mnz=0.7202E+1| | FYLD = 24.82 | L103L9 MNY=0.8127E+2| | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| mny=0.5583E-1| | DFF = 0.00 1.3 VN =0.3635E+3| | dff = 0.00 ABSOLUTE MZ ENVELOPE vn =0.3340E+1| | (WITH LOAD NO.) | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------- | | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 21.6 3.8 2.5 0.0 7.2 | | LOCATION 0.0 0.0 0.0 0.0 3.8 | | LOADING 9 22 24 0 22 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------- *| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS LRFD-H1-1B-C 0.095 22 | | 13.49 C -0.06 -7.20 3.75 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 27 ST PIPS80 (AISC SECTIONS)


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16 A

SALA DE CONTROL

PDVSA




Utilization RatioBeam Analysis

PropertyDesign

PropertyActualRatio

AllowableRatio

Ratio(Act./Allow.)

Clause L/C Ax(cm2)

Iz(cm4)

Iy(cm4)

Ix(cm4)

1 PIPS80 PIPS80 0.089 1.000 0.089 LRFD-H1-1B- 104 54.193 3.02E+3 3.02E+3 6.04E+32 PIPS80 PIPS80 0.088 1.000 0.088 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+33 PIPS80 PIPS80 0.082 1.000 0.082 LRFD-H1-1B- 104 54.193 3.02E+3 3.02E+3 6.04E+34 PIPS80 PIPS80 0.086 1.000 0.086 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+35 PIPS80 PIPS80 0.086 1.000 0.086 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+36 PIPS80 PIPS80 0.082 1.000 0.082 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+37 PIPS80 PIPS80 0.090 1.000 0.090 LRFD-H1-1B- 104 54.193 3.02E+3 3.02E+3 6.04E+38 PIPS80 PIPS80 0.090 1.000 0.090 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+39 PIPS80 PIPS80 0.073 1.000 0.073 LRFD-H1-1B- 24 54.193 3.02E+3 3.02E+3 6.04E+3

10 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+311 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+312 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+313 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+314 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+315 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+316 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+317 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+318 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+319 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+320 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+321 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+322 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+323 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+324 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+325 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+326 PIPS80 PIPS80 0.093 1.000 0.093 LRFD-H1-1B- 103 54.193 3.02E+3 3.02E+3 6.04E+327 PIPS80 PIPS80 0.095 1.000 0.095 LRFD-H1-1B- 22 54.193 3.02E+3 3.02E+3 6.04E+328 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+329 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+330 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+331 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+332 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+333 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+334 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+335 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+336 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+337 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+338 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+339 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+340 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+341 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+342 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+343 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+344 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+345 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+3


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17 A

SALA DE CONTROL

PDVSA




Utilization Ratio Cont...Beam Analysis

PropertyDesign

PropertyActualRatio

AllowableRatio

Ratio(Act./Allow.)

Clause L/C Ax(cm2)

Iz(cm4)

Iy(cm4)

Ix(cm4)

46 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+347 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+348 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+349 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+350 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+351 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+352 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+353 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+354 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+355 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+356 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+357 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+358 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+359 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+360 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+361 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+362 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+363 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+364 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+365 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+366 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+367 Rect 0.25x0. N/A 625.000 32.6E+3 32.6E+3 55E+368 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+369 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+370 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+371 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+372 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+373 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+374 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+375 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+376 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+377 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+378 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+379 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+380 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+381 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+382 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+383 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+384 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+385 Rect 0.35x0. N/A 875.000 89.3E+3 45.6E+3 102E+386 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+387 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+388 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+389 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+394 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3


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Part

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By Date Chd

File Date/Time

18 A

SALA DE CONTROL

PDVSA




Utilization Ratio Cont...Beam Analysis

PropertyDesign

PropertyActualRatio

AllowableRatio

Ratio(Act./Allow.)

Clause L/C Ax(cm2)

Iz(cm4)

Iy(cm4)

Ix(cm4)

95 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+396 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+397 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+398 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+399 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3

100 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3101 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3102 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3103 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3104 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3105 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3106 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3107 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3108 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3109 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3110 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3111 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3112 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3113 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3114 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3115 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3116 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3117 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3118 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3119 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3120 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3121 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3130 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3131 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3132 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3133 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3134 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3135 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3136 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3137 Rect 0.30x0. N/A 900.000 67.5E+3 67.5E+3 114E+3


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Client

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Part

Ref

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19 A

SALA DE CONTROL

PDVSA




Statics Check ResultsL/C FX

(kg)FY(kg)

FZ(kg)

MX(kNm)

MY(kNm)

MZ(kNm)

1:LOAD CASE 1 C Loads 0.000 -186E+3 0.000 21.9E+3 0.000 -9.01E+31:LOAD CASE 1 C Reactions -0.000 186E+3 0.000 -21.9E+3 0.000 9.01E+3

Difference -0.000 0.000 0.000 0.000 0.000 0.0002:LOAD CASE 2 C Loads 0.000 -24.6E+3 0.000 2.84E+3 0.000 -1.17E+32:LOAD CASE 2 C Reactions -0.000 24.6E+3 0.000 -2.84E+3 0.000 1.17E+3

Difference -0.000 0.000 0.000 0.000 0.000 -0.0003:LOAD CASE 3 V Loads 1.5E+3 0.000 0.000 0.000 210.632 -27.5543:LOAD CASE 3 V Reactions -1.5E+3 -0.000 -0.000 -0.000 -210.632 27.554

Difference -0.000 -0.000 -0.000 -0.000 -0.000 0.0004:LOAD CASE 4 V Loads 0.000 0.000 1.69E+3 31.122 -116.189 0.0004:LOAD CASE 4 V Reactions 0.000 -0.000 -1.69E+3 -31.122 116.189 -0.000

Difference 0.000 -0.000 -0.000 -0.000 0.000 -0.0005:LOAD CASE 5 S Loads -25.6E+3 0.000 0.000 0.000 -3.07E+3 498.3795:LOAD CASE 5 S Reactions 25.6E+3 -0.000 0.000 -0.000 3.07E+3 -498.379

Difference 0.000 -0.000 0.000 -0.000 0.000 -0.0006:LOAD CASE 6 S Loads 0.000 0.000 -25.6E+3 -498.379 1.26E+3 0.0006:LOAD CASE 6 S Reactions 0.000 0.000 25.6E+3 498.379 -1.26E+3 -0.000

Difference 0.000 0.000 0.000 0.000 -0.000 -0.0007:LOAD CASE 7 S Loads 0.000 -25.6E+3 0.000 3.07E+3 0.000 -1.26E+37:LOAD CASE 7 S Reactions 0.000 25.6E+3 -0.000 -3.07E+3 0.000 1.26E+3

Difference 0.000 0.000 -0.000 -0.000 0.000 -0.000

Reporte Edificio Facilidades

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