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STRUCTURE CALCULATION REPORT

PROJECT

JAKARTA LRT PROJECT ROOF STRUCTURE KELAPA GADING – NORTH JAKARTA

Jakarta, August 2017

CONTENTS

I.

DESIGN CRITERIA OF STRUCTURE

II. LOADING 2.1 Roof Loading

III. THE CALCULATION OF THE SECONDARY ELEMENTS 3.1 Calculation of Gording 3.1 Calculation of Conection Join

IV. THE CALCULATION OF FOUNDATION 4.1 Modelling of Structure 4.2 Design Input and Output

CALCULATION STRUCTURE REPORT

I. DESIGN CRITERIA

Jakarta, Agustus 2017

DESIGN CRITERIA 1. PREFACE Roof LRT Project , are use steel construction. The project site is located at Jl. Kelapa Gading North Jakarta. The Roof Structure The Roof Structure of the building is designed with the steel frame construction system. Sub Structure Sub structure of the building is using existing foundation by others. 2. BASIC CONCEPT CALCULATION An early stage of planning is studying the structure of the system that can be used by following the requirements which is defined or specified by the architect and the mechanical & electrical and determine loadings depend on the function of its chambers, then do an early design to determine the dimensions of the components of the structure. Structural analysis using SAP program V14.00 with 3-Dimensional analysis was modeled as a 3-D frame. Geometry defined structure of the line and column spans relationships whichproduced 3-D structure of the frame. The calculation of seismic forces, carried out with a dynamic 3-D analysis (Model Analysis) by applying elastic response spectrum as specified in SNI 1726-2012. The results dynamic analysis is used to perform seismic shear force distribution on each floor. The pattern distribution of dynamic seismic forces are then used in static analysis. Calculation of reinforcement beams and columns are done with SAP program with the load coefficient calculations are based on SNI 1726-2012 regulations. Reinforced concrete reinforcement planning for each element follows the structure and the combination of strength reduction factors such as SNI 2847-2013 regulations.

3. CODE USED Planning this structure of this building, in all things complied with all regulations and the conditions with applicable in Indonesia. The rules were as follows :  The Planning Of Procedures Earthquake Resistance for the Building ( SNI 1726-2012)   

The Procedurs For The design Steel Sructure Of Buildings (SNI 1929-2015). The Procedurs For The design Concrete Sructure Of Buildings (SNI 2847-2013). The Guideline Planning of Loading For Home and Building (SNI 1727-2013).

1

4. Material Spesification The quality of materials used are as follows:   

Anchor Bold Grade Bold Grade Steel Grade

: ASTM A307 : ASTM A325 : JIS SS 400 Fy = 240 Mpa

5. LOADING COMBINATION For planning elements of beams and columns follow the rule standard procedures planning structure concrete to the building sni 2847-2013 , on strong need to .In accordance with sni 2847-2013 , the influence of earthquake considered work in two the direction of the axis main in simultaneously , which is 100 % of earthquake directions combined with a 30 % major earthquake the straight vertical direction. Combination loading for fixed and temporary load , the next is as follows: 1. U = 1.4 D 2. U = 1.2 D + 1.6 L + 0.5(Lr atau R) 3. U = 1.2 D + 1.6 ( Lr atau R ) + (L atau 0.5W) 4. U = 1.2 D ± 1.0 W + L+ 0.5 ( Lr atau R ) 5. U = 1.2 D ± 1.0 E + L 6. U = 0.90 D ± 1.0 W 7. U = 0.90 D ± 1.0 E Whereas: D = Dead load L = Live load W = Wind load Lr = Roof live load R = Rain Load E = Earthquake Load H = Lateral soil pressure 6. LOADING 6.1. Dead Load Dead load and superimposed dead load; self-weight structures such as beams, columns, plates, walls; architectural finishing and heavy weight ducting, wiring, plumbing M / E is inserted and included in the dead load.

2

6.2. Live Load Live load used in accordance with Indonesian Loading Regulation, is based on each function room. For rooms that have special functions assigned individually. Function Roof

Live Loads (kg/m2) 20 Tabel 1. Live Load

Jakarta, Agustus, 2017 Structure Engineer,

Ir. Suhartoyo SIBP : No. 93/8.6.1//31/-1.785.5/2016

3

CALCULATION STRUCTURE REPORT

II. LOADING 2.1 Roof Loading

Jakarta, Agustus 2017

2.1 LOADING ROOF DEAD LOAD (DL) Roof Weight Purlin Weight M & E Weight Total DL

30 5 10 45

Span frame to frame =

Kg/m2 Kg/m2 Kg/m2 Kg/m2

7.5 m

Total Dead Load at Rafter = LIVE LOAD (LL) Rain Load weight

=

Span frame to frame =

337.5 Kg/m

20 Kg/m2 7.5 m

Total Live Load at Rafter =

150 Kg/m

WIND LOAD Wind Load Assumption Span Between Column a

= = =

Blow Absorb

= =

Blow Absorb

= =

Figure Distribution of Wind Load

25 Kg/m2 7.5 m 27  168.75 kg/m(vertical plan) -75 kg/m 26.25 kg/m(roof plan) -75 kg/m

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Frame Span Loads (DL) (As Defined) - Kgf, m, C Units

8/24/17 17:53:46

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Frame Span Loads (LL) (As Defined) - Kgf, m, C Units

8/24/17 17:54:02

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Frame Span Loads (WL) (As Defined) - Kgf, m, C Units

8/24/17 17:53:07

CALCULATION STRUCTURE REPORT

III. THE CALCULATION OF THE SECONDARY ELEMENTS 3.1 Calculation of Gording 3.2 Calculation of Conection Join

Jakarta, Agustus 2017

3.1 Purlin Loading Calculations o

Angle of Roof (a)

=

27

Distance Between Purlins (s) Span of Purlins (Lx)

= =

1.85 m 7.5 m

Distance of Trekstang (Ly)

=

1.875 m

Dead Load : Weight of Purlins Weight of Roof Weight ME

= = =

30 x 10 x q

17.8 = 1.85 = 1.85 = =

Momen Force : MDLx = 1/8*q cos a * Lx2 MDLy = 1/8*q sin a * Live Load :

Ly2 = (40-0.8 a)

Rain Load

17.80 55.50 18.50 91.80

kg/m' kg/m' kg/m' kg/m'

=

575.12 kgm

=

18.31 kgm

=

2 18.40 kg/m

2

(Don’t take more than 20 kg/m ) So Rain Load (q ll) = (q ll x s) = Momen Force : Mx = 1/8*q cos a * Lx2 = My= 1/8*q sin a *

Ly2

18.4 kg/m2 34.04 kg/m' 213.26 kgm

=

6.79 kgm

Axial Load from worker (P) Momen Force : Mx = 1/4*P cos a * Lx

=

100 kg

=

167.06 kgm

My = 1/4*P sin a * Ly So Momen:

=

21.28 kgm

MLLx =

213.26 kgm

MLLy =

21.28 kgm

q sin a

trekstang

a q

q cos a

Wind Load : Pressure Of Wind = 25 kg/m2 Wind Load, at wind (+0.02α - 0.4) (qa x s)

= =

Wind Load,Behind of Wind (- 0.4) = (qa x s) = so absorb not determine MWLx = 1/8*qa*Lx^2 =

3.5 kg/m2 6.475 kg/m'

(pressure)

-10 kg/m2 -18.5 kg/m'

(absorb)

45.52734375 kgm

Loading Combination : MUx (1.2 DL + 1.6 LL+ 0.8 WL) =

10,677,731 Nmm

MUy (1.2 DL +1.6 LL +0.8 WL) =

560,270 Nmm

Try Profil : Circular Hollow D4" T=4.5 mm Ix = 734 cm4 4 Iy = 734 cm Control : Assumption of Section : Mnx = Zx*fy = Mny = Zy*fy

88.9 cm3 3 88.9 cm

Zx = Zy =

21,336,000 Nmm 21,336,000 Nmm

To anticipate occure of torsion,therefore Mny divide 2 Mux Muy < + 1.00 Øb*Mnx Øb*(Mny/2) 0.61 < 1.00

OK

Control Allowable Strength steel fy = 2400 kg/cm2 2 fy = Mx/Zx + My/Zy = 1,264.12 kg/cm OK, Tension < 2400 kg/cm2 Control Displacement

dx =( 5/384 (q Lx4) + 1/48 P Lx) / (E Ix) dy = (5/384 (q Ly4) + 1/48 P Ly) / (E Iy) Lendutan Ijin = L/240

d = √(dx2+dy2)

=

2.69 cm

= =

0.01 cm 3.13 cm

= 2.69 cm OK, is smaller than allowable strength

3.2. CALCULATION CONECTION

V

M

V baut

M baut

1. Perhitungan Kapasitas Ijin Momen Angkur ASTM A307 Mutu Baut : Ft = 1,379 Kg/cm2 (tension) T= Fv = 689 Kg/cm2 (shear) V= Fy = 3,182 Kg/cm2 (yield strength) Fu = 4,136 Kg/cm2 (Tensile strength) Diameter baut = 24 mm Total Baut = Baris ke Jarak T jumlah d M (dr bawah) antar baut baut mm Kg-m 4 3 2 1

150 150 100 0

6234 3896 1559

4 2 2 4

400 250 100

6234 Kg 3117 Kg

12 baut

Dari hasil perhitungan : 9975 Mu = 10242 KgM (SAP) 1948 OK, Mu< S momen cap 312 SAFETY FACTOR = Mcap/M=

S Momen cap =

1.19459

12235

2. Perhitungan Kapasitas Geser Baut, V = Fv x As bolt Vu = 7544 Kg (SAP) V Cap

=

37406.292 Kg

>

7544.00 Kg

…OK

CALCULATION STRUCTURE REPORT

IV. THE CALCULATION OF FOUNDATION 4.1 Modelling of Structure 4.2 Design Input and Output

Jakarta, Agustus 2017

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - 3-D View - Kgf, m, C Units

8/24/17 16:24:48

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - 3-D View - Kgf, m, C Units

8/24/17 16:25:17

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=0 - Kgf, m, C Units

8/24/17 16:26:24

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=7.5 - Kgf, m, C Units

8/24/17 16:26:38

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=15 - Kgf, m, C Units

8/24/17 16:26:53

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=22.5 - Kgf, m, C Units

8/24/17 16:27:06

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=30 - Kgf, m, C Units

8/24/17 16:27:31

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=37.5 - Kgf, m, C Units

8/24/17 16:27:51

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=45 - Kgf, m, C Units

8/24/17 16:28:07

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=0 - Kgf, m, C Units

8/24/17 16:45:31

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=7.5 - Kgf, m, C Units

8/24/17 16:45:52

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=15 - Kgf, m, C Units

8/24/17 16:46:08

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=22.5 - Kgf, m, C Units

8/24/17 16:46:27

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=30 - Kgf, m, C Units

8/24/17 16:46:43

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=37.5 - Kgf, m, C Units

8/24/17 16:46:58

SAP2000

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - X-Z Plane @ Y=45 - Kgf, m, C Units

8/24/17 16:57:00

SAP2000

8/24/17 16:51:40

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:51:30

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:51:16

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:51:04

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:50:53

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:50:16

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

SAP2000

8/24/17 16:57:58

0.

1.

1.

1.

SAP2000 v14.0.0 - File:ATAP PULOMAS-R2 - Steel P-M Interaction Ratios (AISC-LRFD99) - Kgf, m, C Units

1.

ATAP PULOMAS-R2.SDB

SAP2000 v14.0.0 - License # 24 August 2017

Table: Frame Section Properties 01 - General, Part 1 of 5 Table: Frame Section Properties 01 - General, Part Material Shape t3 m Steel JIS SS 400 Pipe 0.400000 Steel JIS SS 400 Pipe 0.350000 Steel JIS SS 400 Pipe 0.300000 Steel JIS SS 400 Pipe 0.250000 Steel JIS SS 400 Pipe 0.200000

SectionName P0 P1 P2 P3 P4

1 of 5 tw m 0.012700 0.011100 0.010310 0.009270 0.008000

Area m2 0.015453 0.011818 0.009383 0.007011 0.004825

TorsConst m4 0.000580 0.000340 0.000197 0.000102 0.000045

S22 m3 0.001450 0.000971 0.000657 0.000407 0.000223

Z33 m3 0.001906 0.001275 0.000866 0.000537 0.000295

Color

TotalWt Kgf 4374.62 39526.89 33015.43 77067.81 36854.42

Table: Frame Section Properties 01 - General, Part 2 of 5 Table: I33 m4 0.000290 0.000170 0.000099 0.000051 0.000022

SectionName P0 P1 P2 P3 P4

Frame Section Properties 01 - General, Part I22 AS2 AS3 m4 m2 m2 0.000290 0.007732 0.007732 0.000170 0.005913 0.005913 0.000099 0.004695 0.004695 0.000051 0.003509 0.003509 0.000022 0.002416 0.002416

2 of 5 S33 m3 0.001450 0.000971 0.000657 0.000407 0.000223

Table: Frame Section Properties 01 - General, Part 3 of 5 Table: Z22 m3 0.001906 0.001275 0.000866 0.000537 0.000295

SectionName P0 P1 P2 P3 P4

Frame Section Properties 01 - General, Part 3 of 5 R33 R22 ConcCol ConcBeam m m 0.137005 0.137005 No No 0.119883 0.119883 No No 0.102486 0.102486 No No 0.085174 0.085174 No No 0.067941 0.067941 No No

Blue 4227327 Magenta 4259584 Gray4

Table: Frame Section Properties 01 - General, Part 4 of 5 Table: Frame Section Properties 01 - General, Part TotalMass FromFile AMod A2Mod Kgf-s2/m 446.09 No 1.000000 1.000000 4030.62 No 1.000000 1.000000 3366.64 No 1.000000 1.000000 7858.73 No 1.000000 1.000000 3758.10 No 1.000000 1.000000

SectionName P0 P1 P2 P3 P4

4 of 5 A3Mod

JMod

I2Mod

1.000000 1.000000 1.000000 1.000000 1.000000

1.000000 1.000000 1.000000 1.000000 1.000000

1.000000 1.000000 1.000000 1.000000 1.000000

Table: Material Properties 01 - General, Part 1 of 2 Material

Type

Steel JIS SS 400

Steel

Table: Material Properties 01 - General, Part 1 of 2 SymType TempDepen Color d Isotropic

No

GUID

Blue

Page 1 of 2

ATAP PULOMAS-R2.SDB

SAP2000 v14.0.0 - License # 24 August 2017

Table: Material Properties 01 - General, Part 2 of 2 Table: Material Properties 01 - General, Part 2 of 2 Material Notes Steel JIS SS 400

ASTM A36 added 31/05/2011 10:03:33

Table: Material Properties 02 - Basic Mechanical Properties Material Steel JIS SS 400

Table: Material Properties 02 - Basic Mechanical Properties UnitWeight UnitMass E1 G12 U12 Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 7.8490E+03 8.0038E+02 2.039E+10 7843970709 0.300000

A1 1/C 1.1700E-05

Table: Material Properties 03a - Steel Data, Part 1 of 2 Material Steel JIS SS 400

Fy Kgf/m2 24473188.61

Table: Material Properties 03a - Steel Data, Part 1 of 2 Fu EffFy EffFu SSCurveOpt SSHysType Kgf/m2 Kgf/m2 Kgf/m2 37729499.11 24473188.61 37729499.11 Simple Kinematic

SHard

SMax

0.020000

0.140000

Table: Material Properties 03a - Steel Data, Part 2 of 2 Table: Material Properties 03a - Steel Data, Part 2 of 2 Material SRup FinalSlope Steel JIS SS 400

0.200000

-0.100000

Page 2 of 2

ATAP PULOMAS-R2.SDB

SAP2000 v14.0.0 - License # 24 August 2017

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 1 of 8 Frame 1 2 6 12 14 16 17 20 21 22 23 24 25 26 29 30 33 35 37 38 40 41 42 43 44 45 46 47 112 113 154 155 158 161 162 163 164 165 166 167 168 169 205 206 208 213 215 216 218 219 220 221 222 223

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 1 of 8 DesignSect DesignType Status Combo P1 P1 P3 P2 P3 P3 P3 P3 P3 P2 P3 P3 P3 P3 P1 P1 P2 P3 P3 P3 P3 P3 P2 P3 P3 P3 P3 P3 P1 P2 P3 P3 P3 P3 P3 P1 P2 P3 P3 P3 P3 P3 P1 P1 P3 P2 P3 P3 P3 P3 P2 P3 P3 P3

Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Brace Brace Brace Brace Brace Brace Column Brace Brace Brace Brace Brace Brace Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

COMB2 COMB2 COMB2 COMB2 DSTL4 DSTL4 COMB2 DSTL4 DSTL4 COMB2 DSTL3 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL3 DSTL4 DSTL4 DSTL4 COMB2 COMB2 DSTL4 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL4 DSTL4 DSTL3 DSTL4 COMB2 COMB2 COMB2 DSTL3 COMB2 DSTL4 COMB2 COMB2 COMB2 COMB2 DSTL4 COMB2 DSTL4 COMB2 COMB2 DSTL3 COMB2 COMB2 COMB2 COMB2

Location m 0.00000 0.00000 0.00000 0.00000 0.96412 0.00000 2.80074 0.00000 0.00000 0.00000 0.96412 0.00000 2.80074 0.00000 4.15800 4.15800 0.00000 0.00000 1.72109 1.55358 0.00000 2.80272 0.00000 0.00000 1.72109 1.55358 0.00000 2.80272 0.00000 0.00000 2.25566 1.52858 0.00000 0.00000 2.84313 4.17200 0.00000 2.25566 1.52858 0.00000 0.00000 2.84313 4.98400 4.98400 2.29208 0.00000 0.00000 2.46862 2.12548 2.29208 0.00000 0.00000 2.46862 2.12548

Pu Kgf -17406.56 -17112.04 -4280.12 -6851.12 -2549.80 978.04 2347.71 -436.68 -3669.88 -6906.62 -2229.24 1271.11 2386.61 -448.43 -7779.01 -3983.99 -7128.27 -1592.97 -4388.74 654.40 2563.36 4022.93 -6746.55 -1919.62 -4340.34 699.51 2707.82 3836.35 -14607.70 -6127.04 -4393.90 724.38 -1039.05 1935.41 3344.60 -10781.56 -6067.69 -4036.99 871.79 -1374.33 2220.61 3334.90 -8788.81 -9162.29 -2837.59 -6215.69 2389.68 3494.59 -1150.24 -2606.95 -6114.33 2462.64 3421.66 -1148.50

Page 1 of 6

ATAP PULOMAS-R2.SDB

Frame 299 300 301 302 305 311 312 313 314 315 317 319 320 321 327 328 330 332 333 335 336 340 343 344 345 346 347 348 350 352 354 355 356 357 359 361 362 364 367 368 369 370 371 372 373 375 377 378 446 447 448 449 450 451 452 453 454 455 456

SAP2000 v14.0.0 - License # 24 August 2017

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 1 of 8 DesignSect DesignType Status Combo P1 P1 P1 P1 P3 P1 P1 P1 P3 P3 P1 P1 P1 P3 P1 P1 P3 P3 P1 P1 P3 P1 P1 P3 P0 P0 P0 P0 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P3 P1 P1 P1 P3 P3 P1

Column Column Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Column Column Brace Brace Brace Brace Brace Brace Brace

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

DSTL4 DSTL3 DSTL3 DSTL3 COMB2 COMB2 COMB2 DSTL3 DSTL3 COMB2 DSTL3 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL3 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL3 DSTL3 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL3 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL4 COMB2 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL3 DSTL4 DSTL3 DSTL3 COMB2 COMB2 DSTL3 DSTL3 COMB2 DSTL3

Location m 0.00000 0.00000 0.00000 0.00000 3.87394 4.34728 3.43766 1.88524 0.00000 4.89561 0.00000 4.14403 0.00000 5.40836 4.15702 0.00000 0.00000 0.00000 2.98741 0.00000 5.46479 4.09261 4.34728 3.87394 0.00000 0.00000 0.00000 0.00000 3.71177 0.00000 3.97819 5.28596 1.85613 0.00000 0.00000 3.37109 0.00000 0.00000 2.79089 0.00000 3.04000 0.00000 0.00000 0.00000 5.17626 3.83447 2.48776 2.76827 0.00000 0.00000 0.00000 0.00000 3.87394 4.34728 3.43766 1.88524 0.00000 4.89561 0.00000

Pu Kgf -10217.47 -16690.39 -11037.64 -8712.12 -4912.03 5652.47 6548.19 2288.38 -8814.53 -5648.57 8565.67 9589.81 1746.39 -9710.11 8298.09 1723.35 -5980.09 -8516.83 7573.82 2499.20 -4792.98 5538.90 5560.29 -5260.02 -13484.82 -16084.49 -14946.65 -10229.56 -5118.78 4299.53 5735.75 -7475.57 -769.18 -12387.63 11209.54 11684.27 -14909.13 -2105.41 -2145.36 11766.68 11521.08 -14940.95 -13514.20 -997.08 -3721.66 1745.22 1300.95 -2655.36 -8883.70 -14458.54 -13597.73 -8004.45 -4128.92 5206.76 6103.89 1243.73 -9167.36 -6288.50 8038.46

Page 2 of 6

ATAP PULOMAS-R2.SDB

Frame 457 458 459 460 461 462 463 464 465 466 467 468 469 470 473 474 475 476 477 479 480 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 524 527

SAP2000 v14.0.0 - License # 24 August 2017

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 1 of 8 DesignSect DesignType Status Combo P1 P1 P3 P1 P1 P3 P3 P1 P1 P3 P1 P1 P3 P1 P1 P3 P2 P2 P2 P3 P2 P2 P2 P3 P2 P2 P3 P1 P1 P3 P2 P2 P3 P3 P2 P2 P3 P2 P2 P1 P1 P3 P2 P2 P3 P3 P2 P2 P3 P2 P2 P2 P2

Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Column Column Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace Brace

No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages

COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL4 DSTL3 COMB2 COMB2 COMB2 COMB2 COMB2 COMB2 DSTL4 COMB2 COMB2 COMB2 DSTL4 DSTL4 COMB2 DSTL3 COMB2 COMB2 COMB2 COMB2 DSTL4 DSTL4 DSTL4 DSTL4 COMB2 COMB2 DSTL4 DSTL4 COMB2 COMB2 COMB2 COMB2 DSTL4 DSTL4 DSTL4 DSTL4 COMB2 COMB2 COMB2 COMB2

Location m 4.14403 0.00000 5.40836 4.15702 0.00000 0.00000 0.00000 2.98741 0.00000 5.46479 4.09261 4.34728 3.87394 0.00000 0.00000 3.87394 4.34728 3.43766 0.00000 0.00000 2.04578 2.98741 1.39584 0.00000 0.00000 4.34728 3.87394 4.44000 0.00000 3.87394 4.34728 3.43766 0.00000 0.00000 0.00000 4.34728 3.87394 0.00000 1.39584 0.00000 4.03300 3.87394 4.34728 3.43766 0.00000 0.00000 0.00000 4.34728 3.87394 0.00000 1.39584 0.00000 0.91920

Pu Kgf 8706.60 1018.99 -9537.84 7313.32 995.23 -7823.98 -8738.54 6818.21 1351.75 -5039.68 4663.87 4681.50 -4553.09 -10685.10 -9829.53 -3880.15 4548.32 5394.19 -5695.85 -12953.56 -4526.07 -5218.08 -5543.03 -12649.20 5505.55 4260.49 -4142.44 -11746.44 -9920.92 -5826.53 6851.56 7687.40 -11379.16 -11441.68 6944.11 6041.66 -5671.80 -1678.67 -2531.90 -10344.08 -11565.02 -4535.01 5328.60 6178.62 -10201.93 -9009.87 6692.55 5781.92 -5434.35 -2155.28 -719.80 -1105.37 -2090.02

Page 3 of 6

ATAP PULOMAS-R2.SDB

SAP2000 v14.0.0 - License # 24 August 2017

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 2 of 8 Frame 1 2 6 12 14 16 17 20 21 22 23 24 25 26 29 30 33 35 37 38 40 41 42 43 44 45 46 47 112 113 154 155 158 161 162 163 164 165 166 167 168 169 205 206 208 213 215 216 218 219 220 221 222 223 299 300 301

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 2 of 8 MuMajor MuMinor VuMajor VuMinor Tu Kgf-m Kgf-m Kgf Kgf Kgf-m -10241.77 0.00 -7543.58 0.00 0.00 9786.36 0.00 7260.15 0.00 0.00 1482.37 0.00 234.18 0.00 0.00 -3284.87 0.00 -1205.77 0.00 0.00 580.92 0.00 162.24 0.00 0.00 -1867.03 0.00 -2160.93 0.00 0.00 -1978.46 0.00 2186.38 0.00 0.00 -798.97 0.00 -1317.35 0.00 0.00 1616.11 0.00 440.20 0.00 0.00 -3346.89 0.00 -1216.74 0.00 0.00 559.57 0.00 141.09 0.00 0.00 -1697.49 0.00 -2035.75 0.00 0.00 -2009.58 0.00 2197.80 0.00 0.00 -786.96 0.00 -1301.01 0.00 0.00 3972.77 0.00 -1859.90 0.00 0.00 -3450.18 0.00 1634.91 0.00 0.00 -2363.01 0.00 -990.50 0.00 0.00 -720.79 0.00 -1154.52 0.00 0.00 1165.53 0.00 -553.88 0.00 0.00 -1050.89 0.00 1218.82 0.00 0.00 -2361.23 0.00 -2347.68 0.00 0.00 -2071.47 0.00 2237.35 0.00 0.00 -2284.31 0.00 -971.36 0.00 0.00 -727.00 0.00 -1246.86 0.00 0.00 1066.19 0.00 -372.01 0.00 0.00 -1009.39 0.00 1161.75 0.00 0.00 -2213.42 0.00 -2225.04 0.00 0.00 -2034.48 0.00 2218.14 0.00 0.00 5039.15 0.00 2399.01 0.00 0.00 -2442.82 0.00 -945.19 0.00 0.00 825.94 0.00 -117.96 0.00 0.00 -1276.29 0.00 1387.05 0.00 0.00 -707.40 0.00 -1141.73 0.00 0.00 -2284.74 0.00 -2340.05 0.00 0.00 -2096.14 0.00 2270.85 0.00 0.00 4416.70 0.00 -2076.59 0.00 0.00 -2306.91 0.00 -916.60 0.00 0.00 766.77 0.00 -159.39 0.00 0.00 -1265.87 0.00 1353.33 0.00 0.00 -724.19 0.00 -1232.33 0.00 0.00 -2187.01 0.00 -2243.04 0.00 0.00 -2052.21 0.00 2255.99 0.00 0.00 3584.43 0.00 -1361.68 0.00 0.00 -3955.44 0.00 1547.69 0.00 0.00 1181.94 0.00 -364.50 0.00 0.00 -1984.72 0.00 -784.02 0.00 0.00 -1395.63 0.00 -1946.29 0.00 0.00 -1804.10 0.00 2081.90 0.00 0.00 842.49 0.00 61.42 0.00 0.00 1112.44 0.00 -394.22 0.00 0.00 -1869.51 0.00 -761.98 0.00 0.00 -1295.88 0.00 -1839.10 0.00 0.00 -1750.00 0.00 2060.68 0.00 0.00 842.49 0.00 88.15 0.00 0.00 -2084.67 0.00 -638.75 0.00 0.00 3046.38 0.00 1381.98 0.00 0.00 2676.06 0.00 1153.91 0.00 0.00

Equation (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b)

TotalRatio 0.400783 0.383958 0.140388 0.192373 0.058045 0.160878 0.174726 0.068995 0.149522 0.195789 0.055113 0.147506 0.177481 0.068021 0.158249 0.131440 0.144450 0.066484 0.113817 0.090890 0.207758 0.188007 0.139224 0.068157 0.105256 0.087530 0.195739 0.184278 0.210990 0.146127 0.085380 0.110156 0.063407 0.199263 0.187895 0.180555 0.138824 0.079114 0.109753 0.066005 0.191931 0.184153 0.147123 0.161160 0.109935 0.122215 0.125630 0.163711 0.075237 0.103243 0.115877 0.117440 0.158905 0.075231 0.097494 0.144082 0.118831

Page 4 of 6

ATAP PULOMAS-R2.SDB

Frame 302 305 311 312 313 314 315 317 319 320 321 327 328 330 332 333 335 336 340 343 344 345 346 347 348 350 352 354 355 356 357 359 361 362 364 367 368 369 370 371 372 373 375 377 378 446 447 448 449 450 451 452 453 454 455 456 457 458 459

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 2 of 8 MuMajor MuMinor VuMajor VuMinor Tu Kgf-m Kgf-m Kgf Kgf Kgf-m 2130.04 0.00 644.36 0.00 0.00 1880.24 0.00 -567.65 0.00 0.00 3481.97 0.00 197.07 0.00 0.00 -3467.82 0.00 3232.72 0.00 0.00 -3910.73 0.00 1949.92 0.00 0.00 -1303.03 0.00 -653.88 0.00 0.00 1457.42 0.00 -468.66 0.00 0.00 -4976.53 0.00 -3561.32 0.00 0.00 -4162.76 0.00 3528.68 0.00 0.00 -3236.64 0.00 -1756.64 0.00 0.00 914.31 0.00 -161.97 0.00 0.00 -2576.19 0.00 2722.93 0.00 0.00 -2151.92 0.00 -1178.01 0.00 0.00 -696.55 0.00 -344.58 0.00 0.00 -864.06 0.00 -426.16 0.00 0.00 -5140.84 0.00 3623.11 0.00 0.00 -4867.79 0.00 -2594.33 0.00 0.00 1731.01 0.00 -440.58 0.00 0.00 4519.14 0.00 -511.44 0.00 0.00 4519.14 0.00 -155.55 0.00 0.00 2754.49 0.00 -988.47 0.00 0.00 -1329.68 0.00 -269.93 0.00 0.00 -1550.40 0.00 -364.00 0.00 0.00 1392.97 0.00 326.41 0.00 0.00 1375.83 0.00 295.11 0.00 0.00 2071.35 0.00 -739.11 0.00 0.00 -2713.75 0.00 -2149.60 0.00 0.00 -2356.67 0.00 2087.94 0.00 0.00 1733.11 0.00 -406.70 0.00 0.00 -1788.50 0.00 1354.35 0.00 0.00 -1515.22 0.00 -857.32 0.00 0.00 -2970.25 0.00 -2211.82 0.00 0.00 -2547.70 0.00 2109.45 0.00 0.00 -1538.28 0.00 -904.79 0.00 0.00 -1024.00 0.00 -1348.91 0.00 0.00 -898.47 0.00 1305.52 0.00 0.00 -2179.81 0.00 -1924.44 0.00 0.00 -2963.02 0.00 2240.53 0.00 0.00 -1445.66 0.00 -853.59 0.00 0.00 -1610.09 0.00 -948.15 0.00 0.00 -1883.37 0.00 -2123.30 0.00 0.00 1224.02 0.00 -200.29 0.00 0.00 1079.30 0.00 467.74 0.00 0.00 -1832.22 0.00 1791.14 0.00 0.00 1421.51 0.00 -766.32 0.00 0.00 -2501.44 0.00 -838.12 0.00 0.00 1055.26 0.00 273.91 0.00 0.00 -794.10 0.00 -202.56 0.00 0.00 2508.78 0.00 822.07 0.00 0.00 1797.14 0.00 -578.16 0.00 0.00 3379.48 0.00 208.43 0.00 0.00 -3442.52 0.00 3195.55 0.00 0.00 -3600.90 0.00 1918.89 0.00 0.00 -1021.04 0.00 -569.89 0.00 0.00 1414.58 0.00 -458.21 0.00 0.00 -4748.02 0.00 -3487.70 0.00 0.00 -4170.38 0.00 3504.55 0.00 0.00 -3202.68 0.00 -1723.56 0.00 0.00 893.42 0.00 -161.89 0.00 0.00

SAP2000 v14.0.0 - License # 24 August 2017

Equation (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b)

TotalRatio 0.095679 0.177538 0.134814 0.136031 0.143616 0.145067 0.146022 0.193616 0.166613 0.118578 0.118107 0.107651 0.079918 0.083950 0.105115 0.197560 0.178092 0.166484 0.171519 0.171560 0.252713 0.058447 0.067438 0.061530 0.053085 0.084671 0.104867 0.094914 0.078483 0.065254 0.080311 0.127272 0.113141 0.086771 0.041274 0.036471 0.100202 0.127613 0.083397 0.085773 0.069092 0.051897 0.041775 0.067725 0.056154 0.108976 0.073071 0.061660 0.107266 0.167535 0.130310 0.134277 0.130580 0.122648 0.145000 0.184468 0.165188 0.115972 0.115617

Page 5 of 6

ATAP PULOMAS-R2.SDB

Frame 460 461 462 463 464 465 466 467 468 469 470 473 474 475 476 477 479 480 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 524 527

Table: Steel Design 2 - PMM Details - AISC-LRFD99, Part 2 of 8 MuMajor MuMinor VuMajor VuMinor Tu Kgf-m Kgf-m Kgf Kgf Kgf-m -2629.39 0.00 2719.25 0.00 0.00 -2168.56 0.00 -1171.91 0.00 0.00 -425.96 0.00 -291.35 0.00 0.00 -596.11 0.00 -328.99 0.00 0.00 -4877.33 0.00 3519.02 0.00 0.00 -4564.98 0.00 -2665.10 0.00 0.00 1680.80 0.00 -422.16 0.00 0.00 4346.92 0.00 -427.52 0.00 0.00 4346.92 0.00 -134.08 0.00 0.00 2603.49 0.00 -932.46 0.00 0.00 -2998.22 0.00 -1072.43 0.00 0.00 2977.24 0.00 1038.96 0.00 0.00 1686.59 0.00 -433.51 0.00 0.00 2246.58 0.00 450.89 0.00 0.00 -5031.67 0.00 3291.57 0.00 0.00 -4650.71 0.00 -2786.82 0.00 0.00 -1042.66 0.00 -389.90 0.00 0.00 1666.38 0.00 -552.99 0.00 0.00 -839.05 0.00 1593.80 0.00 0.00 -3131.17 0.00 2231.07 0.00 0.00 -1513.61 0.00 -643.17 0.00 0.00 -4673.43 0.00 -3339.54 0.00 0.00 3420.37 0.00 -9.75 0.00 0.00 2760.29 0.00 -933.59 0.00 0.00 4066.56 0.00 -1740.56 0.00 0.00 3772.40 0.00 1517.44 0.00 0.00 1465.29 0.00 -164.76 0.00 0.00 2461.58 0.00 417.46 0.00 0.00 -5563.46 0.00 3508.81 0.00 0.00 -1787.03 0.00 -600.45 0.00 0.00 -2226.21 0.00 -879.70 0.00 0.00 -4933.26 0.00 -3593.71 0.00 0.00 3727.63 0.00 -85.39 0.00 0.00 2658.31 0.00 -726.43 0.00 0.00 -5009.80 0.00 -2656.35 0.00 0.00 -2829.24 0.00 2139.22 0.00 0.00 -4699.76 0.00 -2058.61 0.00 0.00 -4341.14 0.00 1876.65 0.00 0.00 1676.16 0.00 -199.95 0.00 0.00 2671.67 0.00 370.17 0.00 0.00 -4622.42 0.00 3296.18 0.00 0.00 -2336.62 0.00 -884.14 0.00 0.00 -3106.74 0.00 -1211.80 0.00 0.00 -4299.55 0.00 -3510.25 0.00 0.00 4019.78 0.00 -138.12 0.00 0.00 2795.69 0.00 -633.58 0.00 0.00 -3048.26 0.00 -2080.87 0.00 0.00 -1348.27 0.00 1370.78 0.00 0.00 -1465.78 0.00 -1672.90 0.00 0.00 -624.52 0.00 1201.71 0.00 0.00

SAP2000 v14.0.0 - License # 24 August 2017

Equation (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b) (H1-1b)

TotalRatio 0.107653 0.079112 0.068835 0.083317 0.186728 0.165108 0.163285 0.163707 0.163741 0.237265 0.130354 0.127716 0.157249 0.128840 0.276969 0.258781 0.140617 0.099978 0.057967 0.178568 0.181332 0.258448 0.189711 0.248946 0.170385 0.155932 0.145970 0.145690 0.310410 0.197110 0.236421 0.275557 0.210137 0.246157 0.267146 0.154945 0.189595 0.179459 0.158863 0.153025 0.257401 0.238759 0.300521 0.241709 0.224832 0.256857 0.165503 0.072580 0.079771 0.038133

Page 6 of 6