TOWERS

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 1 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Job Information Engineer Checked Approved

Name: IALS ACDG HAMDate: 14-Feb-15

Structure Type SPACE FRAME

Number of Nodes 1024 Highest Node 1057Number of Elements 2482 Highest Beam 2568

Number of Basic Load Cases 17Number of Combination Load Cases 25

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

Included in this printout are results for load cases:Type L/C Name

Combination 18 1.4DCombination 19 1.2D + 0.8W @ 0Combination 20 1.2D + 0.8W @ 45Combination 21 1.2D + 0.8W @ 90Combination 22 1.2D + 0.8W @ 135Combination 23 1.2D + 0.8W @ 180Combination 24 1.2D + 0.8W @ 225Combination 25 1.2D + 0.8W @ 270Combination 26 1.2D + 0.8W @ 315Combination 27 0.9D + 1.6W @ 0Combination 28 0.9D + 1.6W @ 45Combination 29 0.9D + 1.6W @ 90Combination 30 0.9D + 1.6W @ 135Combination 31 0.9D + 1.6W @ 180Combination 32 0.9D + 1.6W @ 225Combination 33 0.9D + 1.6W @ 270Combination 34 0.9D + 1.6W @ 315Combination 35 1.2D + 1.6W @ 0Combination 36 1.2D + 1.6W @ 45Combination 37 1.2D + 1.6W @ 90Combination 38 1.2D + 1.6W @ 135Combination 39 1.2D + 1.6W @ 180Combination 40 1.2D + 1.6W @ 225Combination 41 1.2D + 1.6W @ 270Combination 42 1.2D + 1.6W @ 315

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 2 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Section PropertiesProp Section Area

(cm2)Iyy

(cm4)Izz

(cm4)J

(cm4)Material

1 36MM 10.113 8.139 8.139 16.267 STEEL2 WF160X160X12 36.960 411.731 916.945 17.741 STEEL3 Cir 0.01 1.039 0.086 0.086 0.172 11.5MM4 PIPS30 13.419 118.626 118.626 236.797 STEEL5 C100X50X5 11.920 26.000 188.000 1.792 STEEL6 50X20MMSPLA 10.000 20.833 3.333 9.951 STEEL7 90X20MMSPLA 18.000 121.500 6.000 20.511 STEEL8 12MM 1.124 0.100 0.100 0.201 STEEL

MaterialsMat Name E

(kN/mm2) Density

(kg/m3)

(/C)1 11.5MM 158.000 0.300 6.13 E +3 12 E -62 STEEL 205.000 0.300 7.83 E +3 12 E -63 STAINLESSSTEEL 197.930 0.300 7.83 E +3 18 E -64 ALUMINUM 68.948 0.330 2.71 E +3 23 E -65 CONCRETE 21.718 0.170 2.4 E +3 10 E -6

SupportsNode X

(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)2 Fixed Fixed Fixed Fixed Fixed Fixed3 Fixed Fixed Fixed Fixed Fixed Fixed

310 Fixed Fixed Fixed Fixed Fixed Fixed323 Fixed Fixed Fixed Fixed Fixed Fixed918 Fixed Fixed Fixed Fixed Fixed Fixed919 Fixed Fixed Fixed Fixed Fixed Fixed920 Fixed Fixed Fixed Fixed Fixed Fixed921 Fixed Fixed Fixed Fixed Fixed Fixed922 Fixed Fixed Fixed - - -923 Fixed Fixed Fixed - - -924 Fixed Fixed Fixed - - -925 Fixed Fixed Fixed - - -

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 3 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Primary Load CasesNumber Name Type

1 DEADLOAD Dead2 WINDLOAD @ 0 Wind3 WINDLOAD @ 45 Wind4 WINDLOAD @ 90 Wind5 WINDLOAD @ 135 Wind6 WINDLOAD @ 180 Wind7 WINDLOAD @ 225 Wind8 WINDLOAD @ 270 Wind9 WINDLOAD @ 315 Wind10 ANTENNA @ 0 Wind11 ANTENNA @ 45 Wind12 ANTENNA @ 90 Wind13 ANTENNA @ 135 Wind14 ANTENNA @ 180 Wind15 ANTENNA @ 225 Wind16 ANTENNA @ 270 Wind17 ANTENNA @ 315 Wind

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

18 1.4D 1 DEADLOAD 1.4019 1.2D + 0.8W @ 0 1 DEADLOAD 1.20

2 WINDLOAD @ 0 0.8010 ANTENNA @ 0 0.80

20 1.2D + 0.8W @ 45 1 DEADLOAD 1.203 WINDLOAD @ 45 0.8011 ANTENNA @ 45 0.80

21 1.2D + 0.8W @ 90 1 DEADLOAD 1.204 WINDLOAD @ 90 0.8012 ANTENNA @ 90 0.80

22 1.2D + 0.8W @ 135 1 DEADLOAD 1.205 WINDLOAD @ 135 0.8013 ANTENNA @ 135 0.80

23 1.2D + 0.8W @ 180 1 DEADLOAD 1.206 WINDLOAD @ 180 0.8014 ANTENNA @ 180 0.80

24 1.2D + 0.8W @ 225 1 DEADLOAD 1.207 WINDLOAD @ 225 0.8015 ANTENNA @ 225 0.80

25 1.2D + 0.8W @ 270 1 DEADLOAD 1.208 WINDLOAD @ 270 0.8016 ANTENNA @ 270 0.80

26 1.2D + 0.8W @ 315 1 DEADLOAD 1.209 WINDLOAD @ 315 0.8017 ANTENNA @ 315 0.80

27 0.9D + 1.6W @ 0 1 DEADLOAD 0.90

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 4 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

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

2 WINDLOAD @ 0 1.6010 ANTENNA @ 0 1.60

28 0.9D + 1.6W @ 45 1 DEADLOAD 0.903 WINDLOAD @ 45 1.6011 ANTENNA @ 45 1.60

29 0.9D + 1.6W @ 90 1 DEADLOAD 0.904 WINDLOAD @ 90 1.6012 ANTENNA @ 90 1.60

30 0.9D + 1.6W @ 135 1 DEADLOAD 0.905 WINDLOAD @ 135 1.6013 ANTENNA @ 135 1.60

31 0.9D + 1.6W @ 180 1 DEADLOAD 0.906 WINDLOAD @ 180 1.6014 ANTENNA @ 180 1.60

32 0.9D + 1.6W @ 225 1 DEADLOAD 0.907 WINDLOAD @ 225 1.6015 ANTENNA @ 225 1.60

33 0.9D + 1.6W @ 270 1 DEADLOAD 0.908 WINDLOAD @ 270 1.6016 ANTENNA @ 270 1.60

34 0.9D + 1.6W @ 315 1 DEADLOAD 0.909 WINDLOAD @ 315 1.6017 ANTENNA @ 315 1.60

35 1.2D + 1.6W @ 0 1 DEADLOAD 1.202 WINDLOAD @ 0 1.6010 ANTENNA @ 0 1.60

36 1.2D + 1.6W @ 45 1 DEADLOAD 1.203 WINDLOAD @ 45 1.6011 ANTENNA @ 45 1.60

37 1.2D + 1.6W @ 90 1 DEADLOAD 1.204 WINDLOAD @ 90 1.6012 ANTENNA @ 90 1.60

38 1.2D + 1.6W @ 135 1 DEADLOAD 1.205 WINDLOAD @ 135 1.6013 ANTENNA @ 135 1.60

39 1.2D + 1.6W @ 180 1 DEADLOAD 1.206 WINDLOAD @ 180 1.6014 ANTENNA @ 180 1.60

40 1.2D + 1.6W @ 225 1 DEADLOAD 1.207 WINDLOAD @ 225 1.6015 ANTENNA @ 225 1.60

41 1.2D + 1.6W @ 270 1 DEADLOAD 1.208 WINDLOAD @ 270 1.6016 ANTENNA @ 270 1.60

42 1.2D + 1.6W @ 315 1 DEADLOAD 1.209 WINDLOAD @ 315 1.6017 ANTENNA @ 315 1.60

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 5 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Load 1X

Y

Z

Whole Structure

Load 27X

Y

Z

LOAD COMBINATION 27

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Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 6 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Load 29X

Y

Z

LOAD COMBINATION 29

Load 31X

Y

Z

LOAD COMBINATION 31

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Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 7 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.

Axial Shear Torsion BendingBeam Node L/C Fx

(kN)Fy

(kN)Fz

(kN)Mx

(kNm)My

(kNm)Mz

(kNm)Max Fx 148 83 40:1.2D + 1.6W @ 225

147.232 -0.060 -0.057 -0.000 0.005 -0.005Min Fx 2296 840 38:1.2D + 1.6W @ 135-44.300 0.079 0.000 0.000 0.000 0.000Max Fy 2401 991 41:1.2D + 1.6W @ 270 0.053

4.793 0.000 0.022 0.000 0.525Min Fy 2401 991 29:0.9D + 1.6W @ 90 0.076 -4.788 0.000 -0.023 0.000 -0.524Max Fz 2330 944 39:1.2D + 1.6W @ 180 1.064 -0.001

2.188 -0.015 -0.515 0.000Min Fz 2330 944 27:0.9D + 1.6W @ 0 -1.050 0.001 -2.154 0.015 0.503 -0.000Max Mx 2396 951 36:1.2D + 1.6W @ 45 1.081 -1.222 0.035

0.151 0.004 -0.005Min Mx 2396 951 32:0.9D + 1.6W @ 225-1.375 1.240 -0.023 -0.115 -0.005 -0.005Max My 2330 944 27:0.9D + 1.6W @ 0 -1.050 0.001 -2.154 0.015

0.503 -0.000Min My 2330 944 39:1.2D + 1.6W @ 180 1.064 -0.001 2.188 -0.015 -0.515 0.000Max Mz 2558 990 29:0.9D + 1.6W @ 90 0.233 -1.437 -0.000 -0.018 0.000

0.530Min Mz 2558 990 41:1.2D + 1.6W @ 270-0.013 1.437 -0.000 0.018 0.000 -0.531

Reaction Summary Horizontal Vertical Horizontal Moment

Node L/C FX(kN)

FY(kN)

FZ(kN)

MX(kNm)

MY(kNm)

MZ(kNm)

Max FX 922 36:1.2D + 1.6W @ 45 38.325 -150.538 38.321 0.000 0.000 0.000

Min FX 925 42:1.2D + 1.6W @ 315-38.322 -150.554 38.317 0.000 0.000 0.000Max FY 3 38:1.2D + 1.6W @ 135-9.264

126.005 8.453 -0.028 -0.004 -0.023Min FY 924 40:1.2D + 1.6W @ 225-38.317 -150.587 -38.321 0.000 0.000 0.000Max FZ 922 36:1.2D + 1.6W @ 45 38.325 -150.538

38.321 0.000 0.000 0.000Min FZ 924 40:1.2D + 1.6W @ 225-38.317 -150.587 -38.321 0.000 0.000 0.000Max MX 310 42:1.2D + 1.6W @ 315 9.049 125.416 -8.711

0.021 -0.002 0.038Min MX 3 38:1.2D + 1.6W @ 135-9.264 126.005 8.453 -0.028 -0.004 -0.023Max MY 3 36:1.2D + 1.6W @ 45-6.454 98.850 7.915 0.007

0.003 -0.040Min MY 323 30:0.9D + 1.6W @ 135-5.531 90.185 -7.655 -0.016 -0.006 -0.051Max MZ 310 40:1.2D + 1.6W @ 225 6.727 98.914 -7.609 0.001 0.000

0.044Min MZ 323 38:1.2D + 1.6W @ 135-6.134 98.325 -8.258 -0.016 -0.006 -0.057

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 8 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

1 ST WF160X160X12 (UPT) PASS SHEAR-Y 0.001 18 0.00 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

2 ST 12MM (UPT) PASS LRFD-H1-1A-T 0.323 39 7.57 T 0.00 0.00 0.45 +---------------------------------------------------------------------+

3 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.694 38 121.38 C 0.00 -0.14 0.00 +---------------------------------------------------------------------+

4 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.692 40 121.47 C 0.00 -0.14 0.00 +---------------------------------------------------------------------+

5 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.660 40 122.03 C 0.00 0.08 0.00 +---------------------------------------------------------------------+

6 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.622 40 122.61 C 0.00 -0.01 0.00 +---------------------------------------------------------------------+

7 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.625 40 123.27 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

8 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.629 40 124.03 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

9 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.647 40 124.92 C 0.01 0.02 0.34 +---------------------------------------------------------------------+

10 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.661 38 122.03 C 0.00 0.08 0.00 +---------------------------------------------------------------------+

11 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.623 38 122.69 C 0.00 -0.01 0.00 +---------------------------------------------------------------------+

12 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.626 38 123.46 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

13 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.630 38 124.32 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 9 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

14 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.655 38 125.35 C 0.01 0.03 0.34 +---------------------------------------------------------------------+

15 ST 12MM (UPT) PASS LRFD-H1-1A-T 0.326 40 7.65 T 0.00 0.00 0.00 +---------------------------------------------------------------------+

16 ST 12MM (UPT) PASS LRFD-H1-1B-T 0.039 36 1.12 T 0.00 0.00 0.43 +---------------------------------------------------------------------+

17 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.072 42 0.90 C 0.00 0.00 0.40 +---------------------------------------------------------------------+

18 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.062 42 0.77 C 0.00 0.00 0.38 +---------------------------------------------------------------------+

19 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.066 42 0.87 C 0.00 0.00 0.35 +---------------------------------------------------------------------+

20 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.068 42 0.88 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

21 ST 12MM (UPT) PASS LRFD-H1-1B-T 0.043 40 1.08 T 0.00 0.00 0.00 +---------------------------------------------------------------------+

22 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.068 36 0.82 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

23 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.058 36 0.69 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

24 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.062 36 0.77 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

25 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.064 36 0.79 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

26 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.087 36 0.73 C 0.00 0.00 0.54 +---------------------------------------------------------------------+

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 10 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

27 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.096 42 0.82 C 0.00 0.00 0.54 +---------------------------------------------------------------------+

28 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.082 36 0.87 C 0.00 0.00 0.52 +---------------------------------------------------------------------+

29 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.084 36 0.93 C 0.00 0.00 0.50 +---------------------------------------------------------------------+

30 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.085 36 1.02 C 0.00 0.00 0.48 +---------------------------------------------------------------------+

31 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.089 36 1.15 C 0.00 0.00 0.47 +---------------------------------------------------------------------+

32 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 36 1.18 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

33 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.091 42 0.96 C 0.00 0.00 0.52 +---------------------------------------------------------------------+

34 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.094 42 1.04 C 0.00 0.00 0.50 +---------------------------------------------------------------------+

35 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.094 42 1.14 C 0.00 0.00 0.48 +---------------------------------------------------------------------+

36 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.099 42 1.29 C 0.00 0.00 0.47 +---------------------------------------------------------------------+

37 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.092 42 1.32 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

38 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 41 0.90 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

39 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.639 38 126.21 C 0.00 0.00 0.33 +---------------------------------------------------------------------+

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 11 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

40 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.641 40 126.53 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

41 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.635 38 125.25 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

42 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.630 38 124.38 C 0.00 0.00 0.33 +---------------------------------------------------------------------+

43 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.629 38 123.47 C -0.01 -0.01 0.33 +---------------------------------------------------------------------+

44 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.680 38 122.57 C 0.05 0.05 0.33 +---------------------------------------------------------------------+

45 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.727 38 121.65 C -0.10 -0.10 0.33 +---------------------------------------------------------------------+

46 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.636 40 125.57 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

47 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.631 40 124.61 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

48 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.630 40 123.69 C -0.01 0.01 0.33 +---------------------------------------------------------------------+

49 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.680 40 122.74 C 0.05 -0.05 0.33 +---------------------------------------------------------------------+

50 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.726 40 121.78 C -0.10 0.10 0.33 +---------------------------------------------------------------------+

51 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.085 38 0.91 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

52 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.086 38 0.92 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 12 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

53 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.084 38 0.88 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

54 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.098 38 1.12 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

55 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.039 12 0.50 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

56 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 37 0.90 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

57 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.077 41 0.82 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

58 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.076 41 0.81 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

59 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.075 41 0.78 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

60 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.087 41 0.99 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

61 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.039 16 0.50 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

62 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.223 41 1.05 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

63 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.222 41 1.04 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

64 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.222 41 1.04 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

65 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.222 41 1.04 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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13

Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 13 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

66 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.226 41 1.05 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

67 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.123 41 0.97 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

68 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.252 38 1.10 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

69 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.253 38 1.18 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

70 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.250 38 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

71 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.249 38 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

72 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.249 38 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

73 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.251 38 1.18 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

74 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.090 41 1.01 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

75 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.671 38 132.58 C 0.00 0.00 0.33 +---------------------------------------------------------------------+

76 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.674 40 133.00 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

77 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.667 38 131.47 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

78 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.661 38 130.41 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 14 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

79 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.655 38 129.35 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

80 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.650 38 128.29 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

81 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.645 38 127.22 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

82 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.668 40 131.92 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

83 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.663 40 130.83 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

84 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.658 40 129.75 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

85 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.652 40 128.68 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

86 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.646 40 127.60 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

87 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.094 38 1.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

88 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.094 38 1.02 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

89 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.093 38 1.02 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

90 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.093 38 1.02 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

91 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.092 38 1.00 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 15 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

92 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.092 38 0.98 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

93 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.084 41 0.92 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

94 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 41 0.91 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

95 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 41 0.91 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

96 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 41 0.91 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

97 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.084 41 0.91 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

98 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.249 41 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

99 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.248 41 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

100 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.248 41 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

101 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.248 41 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

102 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.248 41 1.17 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

103 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.246 41 1.16 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

104 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.275 38 1.29 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 16 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

105 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.277 38 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

106 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.277 38 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

107 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.277 38 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

108 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.277 38 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

109 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.278 38 1.31 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

110 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.097 41 1.11 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

111 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.707 38 139.67 C 0.00 0.00 0.33 +---------------------------------------------------------------------+

112 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.710 40 140.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

113 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.703 38 138.45 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

114 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.696 38 137.27 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

115 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.690 38 136.08 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

116 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.684 38 134.90 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

117 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.678 38 133.72 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 17 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

118 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.704 40 138.84 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

119 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.698 40 137.66 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

120 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.692 40 136.49 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

121 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.686 40 135.33 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

122 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.680 40 134.16 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

123 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.099 38 1.07 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

124 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.099 38 1.07 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

125 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.099 38 1.07 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

126 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.099 38 1.07 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

127 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.098 38 1.06 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

128 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.097 37 1.11 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

129 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.091 41 1.02 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

130 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.090 41 1.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 18 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

131 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.090 41 1.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

132 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.090 41 1.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

133 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.091 41 1.01 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

134 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.275 41 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

135 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.274 41 1.29 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

136 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.274 41 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

137 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.274 41 1.29 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

138 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.275 41 1.30 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

139 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.273 41 1.29 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

140 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.291 38 1.37 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

141 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.292 38 1.37 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

142 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.292 38 1.37 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

143 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.292 38 1.37 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 19 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

144 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.292 38 1.37 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

145 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.293 38 1.38 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

146 ST 50X20MMSPLA (UPT) PASS LRFD-H1-1B-T 0.079 36 12.30 T -0.11 -0.01 0.00 +---------------------------------------------------------------------+

147 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.770 38 147.10 C 0.02 0.03 0.00 +---------------------------------------------------------------------+

148 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.770 40 147.20 C 0.02 -0.02 0.00 +---------------------------------------------------------------------+

149 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.743 38 146.17 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

150 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.736 38 144.86 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

151 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.728 38 143.55 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

152 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.722 38 142.24 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

153 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.715 38 140.94 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

154 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.744 40 146.31 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

155 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.737 40 145.05 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

156 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.730 40 143.79 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 20 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

157 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.723 40 142.53 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

158 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.717 40 141.27 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

159 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.090 30 0.95 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

160 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.104 38 1.13 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

161 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.104 38 1.13 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

162 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.103 38 1.13 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

163 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.103 38 1.12 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

164 ST 50X20MMSPLA (UPT) PASS LRFD-H1-1B-T 0.079 36 10.45 T 0.11 -0.02 0.45 +---------------------------------------------------------------------+

165 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.084 41 0.93 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

166 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.098 41 1.13 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

167 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.098 41 1.12 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

168 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.097 41 1.12 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

169 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.098 41 1.12 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 21 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

170 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.333 41 1.57 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

171 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.302 41 1.43 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

172 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.302 41 1.43 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

173 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.302 41 1.43 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

174 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.302 41 1.43 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

175 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.300 41 1.42 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

176 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.306 38 1.44 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

177 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.307 38 1.44 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

178 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.307 38 1.44 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

179 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.307 38 1.45 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

180 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.306 38 1.44 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

181 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.353 38 1.66 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

182 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.082 36 0.83 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 22 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

183 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.656 38 129.17 C 0.00 0.01 0.33 +---------------------------------------------------------------------+

184 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.657 40 129.35 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

185 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.661 38 129.89 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

186 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.664 38 130.65 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

187 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.668 38 131.41 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

188 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.679 38 132.20 C 0.01 0.01 0.33 +---------------------------------------------------------------------+

189 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.683 38 132.94 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

190 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.661 40 130.08 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

191 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.665 40 130.81 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

192 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.669 40 131.55 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

193 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.679 40 132.32 C 0.01 -0.01 0.33 +---------------------------------------------------------------------+

194 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.684 40 133.04 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

195 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.074 34 0.81 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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23

Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 23 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

196 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.072 42 0.80 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

197 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.071 42 0.79 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

198 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.072 42 0.84 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

199 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.057 34 0.61 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

200 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.077 34 0.85 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

201 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.078 36 0.79 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

202 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.076 36 0.78 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

203 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.073 36 0.77 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

204 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.074 36 0.83 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

205 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.059 28 0.59 C 0.00 0.00 0.45 +---------------------------------------------------------------------+

206 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.224 36 1.00 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

207 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.224 36 1.01 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

208 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.222 36 1.00 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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24

Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 24 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

209 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.220 36 0.99 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

210 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.220 36 1.01 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

211 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.111 36 0.91 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

212 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.112 42 0.93 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

213 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.222 42 1.03 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

214 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.221 42 1.01 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

215 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.223 42 1.02 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

216 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.224 42 1.02 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

217 ST 12MM (UPT) PASS LRFD-H1-1A-C 0.223 42 1.02 C 0.00 0.00 0.56 +---------------------------------------------------------------------+

218 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.083 36 0.70 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

219 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.637 38 125.44 C 0.00 0.00 0.33 +---------------------------------------------------------------------+

220 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.638 40 125.52 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

221 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.641 38 126.02 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

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Client

Job No Sheet No Rev

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By Date Chd

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25

Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 25 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

222 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.643 38 126.64 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

223 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.647 38 127.26 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

224 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.650 38 127.88 C 0.00 0.01 0.00 +---------------------------------------------------------------------+

225 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.653 38 128.50 C 0.01 0.01 0.00 +---------------------------------------------------------------------+

226 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.641 40 126.15 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

227 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.644 40 126.78 C 0.01 0.00 0.00 +---------------------------------------------------------------------+

228 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.647 40 127.42 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

229 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.651 40 128.06 C 0.01 -0.01 0.00 +---------------------------------------------------------------------+

230 ST 36MM (UPT) PASS LRFD-H1-1A-C 0.654 40 128.70 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

231 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.069 34 0.66 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

232 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.067 34 0.64 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

233 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.066 34 0.64 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

234 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.065 34 0.64 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

ENGINEERING AND DEVELOPMENTCORPORATION OF THE PHILIPPINES

Software licensed to EDCOP Job Title

Client

Job No Sheet No Rev

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26

Lower Cavalry Hills, Brgy. Apas, Cebu City

Globe Telecom

Globe Towers Structural Integrity AssessmentIALS 14-Feb-15 ACDG

30-Mar-2015 10:23CS005 - APASX 14.std

Print Time/Date: 30/03/2015 13:03 Print Run 26 of 197STAAD.Pro V8i (SELECTseries 5) 20.07.10.66

Steel Design (Track 0) Checks Cont... ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION =======================================================================

235 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.064 34 0.65 C 0.00 0.00 0.00 +---------------------------------------------------------------------+

236 ST 12MM (UPT) PASS LRFD-H1-1B-C 0.072 34 0.70 C 0.00 0.00 0.45 +---------------------------------------------------------------------+