TECHNICAL DESIGN-Calculation Report-clinker Silo

CONGDO - HAN: 4V1.BG60 CLINKER SILO 1 - STRUCTURAL CALCULATION REPORT

TECHNICAL DESIGN

CALCULATION REPORT BLDG: 4V1.BG60 CLINKER SILO 1

Project : Cong Thanh Cement Plant Location : Tinh Gia, Thanh Hoa Province, Vietnam Client : Cong Thanh Cement Joint Stock Company, S. R. Vietnam Rev. : A No : 4V1.BG60.ZCZ.40021676-1-TA Date : 30.01.2011

Hanoi, Jan 2011

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TECHNICAL DESIGN

CALCULATION REPORT BLDG: 4V1.BG60 CLINKER SILO 1

Project : Cong Thanh Cement Plant Location : Tinh Gia, Thanh Hoa Province, Vietnam Client : Cong Thanh Cement Joint Stock Company, S. R. Vietnam Rev. : A No : 4V1.BG60.ZCZ.40021676-1-TA Date : 30.01.2011

CENTRE FOR INDUSTRIAL AND INFRASTRUCTURAL ENGINEERING

DIRECTOR

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DESIGNED AND PREPARED BY : NGUYEN HONG LE CHECKED BY : NGO HOANG QUAN

PROJECT MANAGER : NGUYEN DAI MINH

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LIST OF CONTENTS

1. INTRODUCTION 2. CODES AND REGULATIONS 3. OUTLINE DRAWINGS 4. MATERIALS

4.1. Concrete 4.2. Reinforcement 4.3. Prestressing Steel 4.4. Structural Steel

5. LOAD COMBINATIONS AND STRUCTURAL ANALYSIS 5.1. Dead loads 5.2. Live loads 5.3. Wind loads 5.4. Earthquake loads 5.5. Equipment loads 5.6. Load combinations 5.7. Structural model and structural analysis

6. APPENDIX

6.1 Appendix 1: Outline drawings

6.2 Appendix 2: Piles and foundation design

6.3 Appendix 3: Pre-stressed silo wall design

6.4 Appendix 4: Concrete silo roof design

6.5 Appendix 5: Penthouse design

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1. INTRODUCTION

This report contains the loading calculation (civil part and structural steel) of the Clinker Silo 1 (numbered as 4V1.BG60) at the Cong Thanh Cement Plant (CongDo project) in Vietnam.

The basic geometrical requirements including plans and arrangement are defined based on the outline drawings designed and provided by POLYSIUS AG (2010). The vertical and horizontal clearances required by POLYSIUS mechanical and technological drawings are incorporated in the structural arrangements and piling design.

Department 4V1.BG60 Clinker Silo 1 consists of a silo with internal diameter of 60 m, capacity 110,000 T. Overall height of the main silo is approximately equal to 62.8 m (46.6m from the ground level to the top of the concrete structure and a penthouse with 16.2m height). To support the silo, 826 driven piles 400x400 (1500kN of bearing capacity) are used. The thickness of the foundation slab of the main silo is 2.0 m.

The main silo (or clinker silo) is designed as a conventional prestressed concrete silo. The thickness of the wall is 0.7m. The wall is prestressed (post-tensioning) using the multi-system 9C15-strands and 12C15-strands. The concrete conical shell having thickness of 0.300m is selected for the silo roof structure. To enhance the stability and stiffness of the roof, a system of 12 concrete beams are reinforced to the roof. In the structural analysis, however, the contribution of the concrete beams to the loading bearing capacity of the roof structure is not considered (we are in conservative side).

The results of the structural analysis have showed that all the main structures including the concrete roof, silo walls, foundation slab and piles have sufficient strengths to carry the dead loads, equipment and operation loads and wind which possibly acting on the structures during the construction and operation of the plant.

2. DESIGN CODES AND STANDARDS

Generally, Vietnamese Standards and Codes of Practice are utilized in the design

Codes/Standards:

VBC 1997 Vietnamese Building Codes, Vol I, II, III.

VBC 02:2009/BXD Vietnamese Building Codes, Natural Physical & Climatic Data for

Construction

TCXD 2737: 1995 Loads and actions norm for design

TCXDVN 356: 2005 Concrete structures design standard

TCXD 205:1998 Pile foundation design standard

TCXDVN 375:2006 Design of structures for earthquake resistance

TCXD 198:1997 High rise buildings. Guide for design of monolithic

reinforced concrete structures

TCVN 1651:2008 Steel for the reinforcement concrete

JIS G 3112: 1987 Steel bars for concrete reinforcement

TCXDVN 338:2005 Steel structures design standard.

JIS G 3101: 1995 Rolled steel for general structure

JIS G 3192: 2000 Dimensions, mass and permissible variations of hot rolled section

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JIS G 3444: 1994 Carbon steel tubes for general structural purposes

Other standards

3. OUTLINE DRAWINGS

The outline drawings including equipment loads from machinery are shown in the Appendix 1.

4. MATERIALS

4.1. CONCRETE

Concrete grade B45 (M550) (For use in prestressed wall)

28 days cube strength fcu = 45 MPa

Concrete grade B25 (M350) (For use in all other concrete structures)

28 days cube strength fcu = 25 MPa

4.2. REINFORCEMENT

High yield steel, grade Y (CIII) /or SD390 (fy = 390 MPa), characteristic strength R= 365 MPa

and used for rebars not smaller than 16mm.

High yield steel, grade T (CII) /or SD295A (fy = 295 MPa), characteristic strength Rs = 280 MPa

and used for rebar from 10mm to 16mm.

Mild plain bars, grade R (CI) or SD235A (fy = 235 MPa), characteristic strength Rs = 225 MPa

and used for rebar smaller than 10mm.

4.3. PRESTRESSING STEEL

Pre-stressed tendons:

Type 9C15-strands and 12C15-strands are used for pre-stressing of the silo wall.

Tensile strength ASTM A416: 1860 MPa

Steel area, 9C15: 1260 (mm2)

Steel area, 12C15: 1680 (mm2)

4.4. STRUCTURAL STEEL

Structural steel with yield strength fy = 235 MPa (SS400).

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5. LOAD COMBINATIONS AND STRUCTURAL ANALYSIS

5.1. DEAD LOADS:

- Self weight: For concrete structure = 25 KN/m3 For steel structure = 78.5 KN/m3 Sand/fill gravel: = 19.0 kN/m3 Lean concrete: = 23.0 kN/m3

5.2. LIVE LOADS:

Live load: - Service platform: 3.0 KN/m2 - Stair: 3.0 KN/m2 - Live load for steel roof: 0.6 KN/m2 - Dust load: 0.6 KN/m2

The load and combination factors are taken as guided in TCVN 2737:1995 and other related references. For stored materials, the loads are followed the BS EN 1991-4:2006.

5.3. WIND LOADS

According to the standard of TCVN 2737-1995 and the specification of the contact: Region: Tinh Gia District, Thanh Hoa Province, Vietnam Wind pressure: W0 = 1.25 kN/m2 The static component of wind load is determined by:

W = n.Wo.k.c.B Where:

n: the reliability factor of wind load, n =1.2 Wo: The standard windy pressure k: factor of wind pressure variation with height. c: aerodynamic factor c = 0.8 with the windward planes c = 0.6 with the leeward planes B: the with of windward planes

5.4. EARTHQUAKE LOADS

Seismic loads are determined according to the Vietnamese Building Code TCXDVN 375:2006 Region: Tinh Gia District, Thanh Hoa Province, Vietnam PGA agR value: agR = 0.0986g

5.5. EQUIPMENT LOADS

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- Loads of equipments provided in Outline drawings (see Appendix 1) 5.6. LOAD COMBINATIONS:

Loads are combined as following combinations: 1 Ordinary: 1.0D + 1.0L 2 Ordinary: 1.0D + 1.0W 3 Ordinary: 1.0D + 0.9L + 0.9W 4 Earthquake: D + L + Eq Where, D : dead load (include the load factor of 1.1), L : live load (include the load factor), W : wind load (include the load factor), Eq : earthquake load. 5.7. STRUCTURAL MODEL AND STRUCTURAL ANALYSIS:

Analytical and finite element (FE) methods are used to analyze structures. To determine the loads acting on the piles the analytical conventional method is used as the foundation slab is assumed to be solid. The formulations given in BS EN 1991-4:2006 and the methods showed in Safarian and Harris (1985) are used to calculate the materials pressure and prestressing forces in the silo walls. However, the analysis of the concrete conical roof using the FE modeling with assistance of the SAP 2000 (Structural Analysis Program, Computer and Structures Inc (CSI), 2000, Berkerley, CA, USA).

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6. APPENDIXES: 6.1. APPENDIX 1: OUTLINE DRAWINGS

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6.2. APPENDIX 2: PILES AND FOUNDATION DESIGN

1. Dead loads and live loads acting on foundation of wall

1.1. Roof:

- Total dead load from conveyor bridge is assumed by: = 600 kN

- Steel roofing house: = 400 kN

- Concrete slab at level (1000mm thickness) = 4,400 kN

- Concrete roof (300mm thickness) = 26,200 kN

- Concrete roof beams = 14,000 kN

Total = 45,600 kN

- Live load 0.75 kN/m2 => LL1 = 3,000 kN

1.2. Stored material (=18 kN/m3): (B=1.15,H=26.4) LL2a = 101,000 kN 1.3. Wall friction from stored material (=18 kN/m3): LL2b = 235,000 kN 1.4. Ring beam (1200 x 2500 cross section) = 14,200 kN

1.5. Silo wall: tw = 700mm, h = 19.7m = 65,700 kN

tw = 900mm, h = 5m = 21,400 kN

1.6. Bottom slab: h = 2.0m = 28,600 kN

- Loading combination

(1) Normal condition: 1.1DL + 1.2LL1 + 1.1LL2

(we consider material load as dead load)

N = 1.1x175,500 + 1.2x3,000 + 1.1x(101,000+235,000) = 566,250 (kN)

P = N/n = 556,250 / 390 = 1450 (kN) < [P] = 1500 (kN)

2. Dead loads and live loads acting on foundation of tunnel 1

2.1. Stored material (=18 kN/m3): (B=10) At middle of tunnel (Hmax = 34.9) LLmax = 6,280 kN/m

At wall side (Hmin = 26.8) LLmin = 4,820 kN/m

So total load from stored material LL = 265,990 kN

2.2. Bottom slab: h = 2.0m = 14,370 kN

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(1) Normal condition: 1.1DL + 1.1LL


N = 1.1x17,280 + 1.1x319,850 = 311,600 (kN)

P = N/n = 311,600 / 128 = 2434 (kN) < [P] = 2500 (kN)

3. Dead loads and live loads acting on foundation of tunnel 2

3.1. Stored material (=18 kN/m3): (B=10) At middle of tunnel (Hmax = 45) LLmax = 8,100 kN/m

At wall side (Hmin = 26.8) LLmin = 4,820 kN/m

So total load from stored material LL = 372,210 kN

3.2. Bottom slab: h = 2.0m = 17,280 kN


(1) Normal condition: 1.1DL + 1.1LL


N = 1.1x17,280 + 1.1x372,210 = 428,440 (kN)

P = N/n = 428,440 / 180 = 2380 (kN) < [P] = 2500 (kN)

4. Reinforcement design for foundation of wall

Load on piles are taken as Pmax = 1500 kN. Critical section is considered at the side of

silo wall. Moments at critical sections are calculated per length at critical section:

M = (1450 * 0.65) / 1.515 = 622 kN.m/m

Required reinforcement:

mmMA IIs /0010.085.1*365000*9.0622

85.1*365000*9.02

1 ===

Provide Y20A150 (As = 0.00209m2/m) for bottom layer

5. Reinforcement design for foundation of tunnel 1

Load on piles are taken as Pmax = 2434 kN. Critical section is considered at the middle of

span. Moments at critical sections are calculated per length at critical section:

M = (1.5*2434*2.1 2434*1.2)/1.6 = 2966 kN.m/m


mmMA IIs /00488.085.1*365000*9.02966

85.1*365000*9.02

1 ===

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Provide 2 layer Y25A150 (As = 0.0065m2/m) in top of foundation and 1 layer Y25A150

(As = 0.00327m2/m) in bottom of foudation.

6. Reinforcement design for foundation of tunnel 2

- Load on piles are taken as Pmax = 2380 kN.

- Moments at wall side sections (for bottom layer)

M = (0.6*2380)/1.6 = 893 kN.m/m


mmMA IIs /00147.085.1*365000*9.0893

85.1*365000*9.02

1 ===

Provide 1 layer Y25A150 (As = 0.00327m2/m) in bottom of foudation.

- Moments at middle span sections (for top layer)

M = (3*2380*2.1 2380*3 2380*1.8 - 2380*0.6 )/1.6 = 1339 kN.m/m


mmMA IIs /0022.085.1*365000*9.01339

85.1*365000*9.02

1 ===

Provide 1 layer Y25A150 (As = 0.00327m2/m) in top of foudation.

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6.3. APPENDIX 3 PRETRESSED CONCRETE WALL DESIGNThe pre-stressed concrete wall of the clinker storage (now called as clinker silo or silo)

is designed based on the EN 1991-4:2006 and other related technical documents

1. Input dataGeometry of silo

Height of wall h = 24 m

Inside diameter dc = 60 m

Inside radius r = dc/2 = 30 mho = r/3 tan r = 10.72 m (5.77)

hc = h + ho = 34.7 m

Slenderness hc/dc = 0.58 squat silo

Wall thickness tc = 0.7 m

Cross section area A = 2827.4 m2

Internal perimeter of wall U = 188.5 m

Filling eccentricity ef = 0 m

Discharge eccentricity eo = 23 m

Maximum eccentricity e = 23 m e/dc = 0.38

Bulk material parameterslower value upper value

Density of bulk material = 18 kN/m3 Annex EAngle of repose r = 47 oAngle of internal friction i = 33.3 o 48 o Annex ECoefficient of wall friction = 0.52 0.60 Annex ELateral pressure ratio K = 0.29 0.50 Annex E

Patch load solid Cop = 0.70 Annex E

Concrete

Concrete B40 fcu = 45 Mpa

Normal reinforcement

High yield steel CIII, grade Y fy = 390 Mpa

Pre-stressed tendons

Used type Freyssinet 9C15-strands are used for pre-stressing of the silo wall

Tensile strength ASTM A416 M fpu = 1860 Mpa

Steel area 9C15 140*9 = 1260 mm2

Steel area 12C15 140*12 = 1680 mm2

Pre-stressing from both ends fo = 0.75fpu = 1395 MPa

Horizontal pressure phf = pho YR (z) (5.71)Wall friction pressure pwf = phf (5.72)Vertical pressure pvf = zV (5.79)Cumulative wall friction nzSk = pho (z-zV)Where

pho = 1/ A/U = 450.6 (5.73)YR (z) = 1-((z-ho)/(zo-ho)+1)^n (5.74)

zo = 1/(K) A/U = 50.3 (5.75)n = -(1+tan r)(1-ho/zo) = -1.630 (5.76)

zV = ho-1/(n+1)*(zo-ho-((z+zo-2ho)^(n+1))/(zo-ho)^n) (5.80)

h = 24.0 z=z*+ho YR zV phf (kN/m2) pwf (kN/m2) pvf (kN/m2 nzSk (kN/m)

z* = 0.0 10.7 0.000 10.72 0.00 0.00 193.03 0.0

1.2 11.9 0.048 11.89 21.43 12.84 214.11 7.8

2.4 13.1 0.092 13.01 41.25 24.72 234.20 30.4

3.6 14.3 0.132 14.08 59.65 35.74 253.37 66.8

4.8 15.5 0.170 15.09 76.74 45.98 271.70 115.9

6.0 16.7 0.206 16.07 92.66 55.52 289.24 176.9

7.2 17.9 0.239 17.00 107.51 64.42 306.03 248.9

8.4 19.1 0.269 17.90 121.40 72.74 322.14 331.2

9.6 20.3 0.298 18.76 134.40 80.53 337.61 423.3

10.8 21.5 0.325 19.58 146.59 87.84 352.47 524.3

12.0 22.7 0.351 20.38 158.04 94.70 366.77 633.9

13.2 23.9 0.375 21.14 168.81 101.15 380.53 751.4

14.4 25.1 0.397 21.88 178.95 107.23 393.79 876.5

15.6 26.3 0.418 22.59 188.52 112.96 406.58 1008.7

16.8 27.5 0.438 23.27 197.56 118.38 418.93 1147.5

18.0 28.7 0.457 23.94 206.10 123.50 430.85 1292.6

19.2 29.9 0.475 24.58 214.19 128.34 442.38 1443.8

20.4 31.1 0.492 25.20 221.86 132.94 453.52 1600.6

21.6 32.3 0.508 25.80 229.13 137.29 464.31 1762.7

22.8 33.5 0.524 26.38 236.03 141.43 474.76 1930.0

24.0 34.7 0.538 26.94 242.60 145.37 484.89 2102.1

Discharge loads

Horizontal pressure phe = phf 5.3.2.1 (2)

Wall friction pressure pwe = pwf

Substitute uniform pressure increase

Horizontal pressure- filling phf,u = phf (1+Cpf) (5.38)- discharge phe,u = phe (1+Cpe) (5.39)

Where = 0.5 + 0.01 (dc/t) = 1.36 (5.40)14

Cpf = 0.21Cop(1+2E^2)(1-exp(-1.5((hc/dc)-1) = 0 (no negative value) (5.9)

E = 2e/dc = 0.77 (5.31)

for hc/dc >1.2

Cpe = 0.42Cop(1+2E^2)(1-exp(-1.5((hc/dc)-1) = -0.56 (5.28)

for hc/dc

z* phe,u (kN/m2)Fhoop(kN/m) Fu (kN/m) Fn (kN/m) Fpe (kN/m) Fn / Fu Fpes/Fhoop

0.0 0.00 0.0 0.0 7270.7 3667.2

1.2 23.34 700.1 1120.2 7270.7 3667.2 6.49 5.24

2.4 44.94 1348.1 2156.9 7270.7 3667.2 3.37 2.72

3.6 64.97 1949.1 3118.5 8222.2 4400.6 2.64 2.26

4.8 83.59 2507.7 4012.3 8222.2 4400.6 2.05 1.75

6.0 100.93 3027.9 4844.6 8222.2 4400.6 1.70 1.45

7.2 117.11 3513.3 5621.3 9649.4 5500.8 1.72 1.57

8.4 132.23 3967.0 6347.2 9649.4 5500.8 1.52 1.39

9.6 146.39 4391.8 7026.9 10025.2 5500.8 1.43 1.25

10.8 159.67 4790.2 7664.3 12132.1 7334.4 1.58 1.53

12.0 172.14 5164.3 8263.0 12132.1 7334.4 1.47 1.42

13.2 183.88 5516.3 8826.1 12132.1 7334.4 1.37 1.33

14.4 194.93 5847.8 9356.5 13627.3 8382.1 1.46 1.43

15.6 205.35 6160.5 9856.8 14690.5 8382.1 1.49 1.36

16.8 215.19 6455.7 10329.2 14690.5 8382.1 1.42 1.30

18.0 224.50 6061.4 9698.3 14690.5 8382.1 1.51 1.38

19.2 233.31 5249.4 8399.1 13195.3 7334.4 1.57 1.40

20.4 241.66 4349.8 6959.7 11088.4 5500.8 1.59 1.26

21.6 249.58 3369.3 5390.9 9661.2 4400.6 1.79 1.31

22.8 257.10 1542.6 2468.2

24.0 264.25

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Cong ThanhItem - clinker silo d=60 m Loss of stresses

60 m tensile strength fpu= 1860 MPa

fo/fpu= 0.75

0 o stress at presstressing fo= 1395 MPa

17.33 o set of weged Lset= 6 mm15 o Modulus Elasticity Es= 1.95E+05 MPa

15 o friction cofficient = 0.2515 o wobble cofficient K= 0.001 1/m

Friction Loss ff= 366.746 MPa30.500 Anchor Loss fser= 65.769 MPa33.066 m Length by anchor, x= 2.965 m

Stress losses due to friction and anchore-set

Points L L f f set (m) (m) (rad) (rad) (MPa) (MPa) (mm)

A1 0.000 0.000 0.000 0.000 1395.000 65.769 0.000

1 9.111 9.111 0.302 0.302 1281.674 59.884

2 17.096 7.985 0.262 0.564 1190.927 48.767

3 25.081 7.985 0.262 0.826 1106.606 45.314

4 33.066 7.985 0.262 1.088 1028.254 42.106

33.066 1.088 196.070

Elongation = 190.070 mm

Radius of tendon

Length of tendon L/2

angle 3

angle 4

angle 5

Diameter, Din

angle 1

angle 2

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Concrete shrinkage loss 34.5 MPaElastic shortening of conc loss 108.9 MPaLoss due to creep of concrete 59.3 MPaLoss due to relaxation of steel 120.3 MPaTotal long term loss 261.6 MPa

Stress average of tendon affer sort term loss 1134.72 MPaStress average of tendon affer long term loss 873.15 MPa

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6.3 APPENDIX 3: PRETRESSED CONCRETE WALL DESIGN (CONTINUE)

4. Thermal effect:

- Maximum temperature at infill is assumed for Ti = 145oC ( 180oC is temperature

of clinker on top of cone-clinker put out from clinker coolner, D=60 m, =28o, hcone=0.5D*tan=0.5*60*tan(28/57.3)=15.9 m)

- The inside design temperature Ti,des = 145 26.67 = 118.330C (Arccording to

Design and Construction of Silos and Bunkers- Sagis S. Safarian, Ernest C.

Harris, Ph.D Page 68- chapter 3 Ti,des=Ti-44.5 oC or Ti,des=Ti-80 oF)

- The lowest outside temperature is assumed for To = 12oC. According to

TCXDVN . .. 2002 (guider for calculated of temperature effect) Table C1, C2,

C3, C4 (row 50). The TMax is 34.8oC (C1), TAve=25.4 oC (C3), Tmin=18.2oC (C4)

=> To=18.2oC.

- Wall thick h=0.70 m (27.6 in); Kt=0.35 (taken conservatively)

- The temperature difference: T = 0.35*(118.33-18.2) = 35.04oC - Module concrete: fc =45/1.25 = 36 MPa, Ec = 5050 (fc)0.5 = 30300 MPa =

303000 kG/cm2

- Expansion ratio, c = 10-5 (1/oC) - Bending moments caused by the thermal effect are calculated by (ACI 313-97-

Page 8):

Mtx,ty= 1.4*8.328*Ec* t2*c* T / 12*(1-) (where 1.4 is a load factor) Mtx,ty= 1.4*8.328*303000*70*70*10^-5*35.04/(12*(1-0.2)) =631830(kg-

cm/m)=63.18 kNm/m

700

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Then, the required additional reinforcement is:

mcmAA sysx /86.2)570(*3900*87.0830,631 2===

5. Loss of stresses

* Friction between tendon and the duct:

Stress at X: fx = fo e--kl

where: is the coefficient of friction (taken by 0.25) k is the wobble coefficient, k = 0.001

Stresses are calculated at point A1~4 and presented in the EXCEL spread sheet.

* Prestress loss due to anchor set:

Prestress loss due to anchor set Lset is calculated by

where:

Ep = Youngs modulus, Ep=1.95 *105 MPa

Lset = anchor set, Lset = 6 mm L = length form end to be anchored to point of minimum tendon stress

ff = friction loss in length L The length influenced by anchor set may be estimated by:

* AASHTO tendon prestress loss (excluding friction and anchor-set losses):

According to AASHTO Standard long stress loss is calculated

fs = 0.8(SH) + 0.5(ES) + CRc + CRsp where:

SH = concrete shrinkage loss, for the our condition of high humidity:

SH34.5 MPa ES = elastic shortening loss 7 x average concrete stress at the centroid of the prestressing steel at time of release.

ES7*1134.72*1680/(175*700) = 108.9 MPa

f

set

ffLx

=2

LfLE

f fsetPset 3=

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CRc = loss due to creep of concrete, CRc16*average concrete stress at the centroid of the prestressing steel under full dead load (Tension forces and

static peressure of clinker on silo).

Result at clinker level ~ 0.5H, phf = 158.04 kN/m2 ,

Fpe = 7334.4 kN,

fpe-c-ave=(7334.4 - 30*158.04)*1000/(1000*700) = 3.70 MPa,

CRc 16*3.70 = 59.3 MPa CRsp = loss due to relaxation of prestressing steel,

CRsp 138.0 - 0.125*(0.8SH+0.5ES+ CRc) = 138-0.125*(0.8*34.5+0.5*108.9+59.3) = 120.3 MPa

Therefore: fs = 0.8*34.5 + 0.5*108.9 + 59.3 + 120.3 = 261.6 MPa. 6. Check stresses in concrete (service limit states)

a) After transfer

- Pretressing forces: Fp =(fo-fst)*Aps=(1134.72*1680)*1000/175/1000 =10893 kN/m. Where 175 mm is space of tendons,

fo-fst=1134.72 MPa, Aps = 1680 mm2/tendons.

- Average stress in wall:

av =10893*1000/(700*1000) =15.56 MPa < 0.45fcu=0.45*45=20.25 MPa b) Silo empty

- Pretressing forces: Fp = 873.15*1680/1000*1000/175 = 8382 kN/m

- Average stress in wall: av = 8382*1000/(700*1000) = 11.97 MPa < 0.33fcu=14.85 MPa

c) Normal condition (filling and discharging)

- Pretressing force is Fp = 873.15*1680/1000*1000/175 = 8382 (kN/m)

- Hoop forces due to storage Fhoop= 6456 (kN/m)

=> No tension

7. Ring beam

Chose dimension bxh = 1500x2500 mm

- Hoop forces due to roof: Fhu = 5218*1.4 = 7305 kN

Check for the ultimate limit state:

- Choose 9 Tendon 9C15, Fp = 9*(0.99*0.87*1860)*1265.4/1000 = 18245 kN

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6.4 APPENDIX 4: CONCRETE SILO ROOF DESIGN

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SAP2000

SAP2000 v14.1.0 - File:Concrete-roof - 3-D View - Tonf, m, C Units

1/30/11 16:42:04

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SAP2000


1/30/11 16:44:39

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SAP2000


1/30/11 16:45:48

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SAP2000


1/30/11 16:48:16

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SAP2000


1/30/11 16:49:36

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SAP2000


1/30/11 16:51:59

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SAP2000

SAP2000 v14.1.0 - File:Concrete-roof - 3-D View - Kgf, cm, C Units

1/30/11 17:03:29

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SAP2000

SAP2000 v14.1.0 - File:Concrete-roof - 3-D View - Kgf, cm, C Units

1/30/11 17:07:52

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TABLE: Joint DisplacementsJoint OutputCase CaseType U1 U2 U3 R1 R2 R3Text Text Text cm cm cm Radians Radians Radians

19 DEAD LinStatic 0.000 0.002 -0.547 -3.67E-04 1.21E-15 1.68E-11

19 LIVE LinStatic 0.000 0.001 -0.134 -1.63E-04 5.34E-16 5.21E-12

19 COMB1 Combination 0.000 0.002 -0.681 -5.29E-04 1.75E-15 2.20E-11

430 DEAD LinStatic 0.000 -0.043 -0.215 -4.01E-04 3.22E-12 2.91E-12

430 LIVE LinStatic 0.000 -0.011 -0.017 -4.07E-05 -1.17E-14 -2.93E-15

430 COMB1 Combination 0.000 -0.054 -0.232 -4.41E-04 3.20E-12 2.91E-12




485 DEAD LinStatic 0.000 0.024 -0.368 6.56E-05 8.41E-12 5.65E-12

485 LIVE LinStatic 0.000 -0.002 -0.040 1.21E-06 1.22E-12 7.77E-13

485 COMB1 Combination 0.000 0.022 -0.408 6.69E-05 9.63E-12 6.43E-12

527 DEAD LinStatic -0.002 0.015 -0.326 5.58E-05 7.35E-06 -5.76E-11

527 LIVE LinStatic -0.001 0.007 -0.045 7.56E-06 9.95E-07 5.22E-12

527 COMB1 Combination -0.003 0.022 -0.371 6.34E-05 8.35E-06 -5.24E-11

532 DEAD LinStatic -0.007 0.054 -0.327 -4.38E-04 -5.77E-05 -2.71E-12

532 LIVE LinStatic -0.001 0.011 -0.043 -6.74E-05 -8.87E-06 1.15E-13

532 COMB1 Combination -0.009 0.065 -0.371 -5.06E-04 -6.66E-05 -2.60E-12

536 DEAD LinStatic 0.000 0.004 -0.343 -1.82E-05 -2.40E-06 7.98E-12

536 LIVE LinStatic 0.000 0.003 -0.046 2.37E-06 3.12E-07 7.53E-13

536 COMB1 Combination -0.001 0.006 -0.389 -1.58E-05 -2.08E-06 8.73E-12





1854 LIVE LinStatic -0.001 0.001 -0.049 -7.52E-05 -3.11E-05 9.47E-14

1854 COMB1 Combination -0.002 0.005 -0.408 -2.21E-04 -9.16E-05 3.02E-14

3284 DEAD LinStatic 0.133 0.009 -0.084 3.56E-06 -5.43E-05 2.95E-13

3284 LIVE LinStatic 0.019 0.001 -0.005 -8.83E-08 1.35E-06 -2.12E-15

3284 COMB1 Combination 0.152 0.010 -0.089 3.47E-06 -5.29E-05 2.93E-13

3386 DEAD LinStatic 0.121 0.008 -0.080 -6.37E-06 9.72E-05 -2.54E-13


3386 COMB1 Combination 0.137 0.009 -0.085 -7.45E-06 1.14E-04 -2.52E-13


3695 LIVE LinStatic 0.000 -0.001 -0.032 -2.67E-05 -9.58E-16 -3.17E-14


3696 DEAD LinStatic 0.000 0.056 -0.391 6.60E-05 -4.87E-11 7.89E-11

3696 LIVE LinStatic 0.000 0.001 -0.041 3.62E-06 -2.49E-12 8.71E-12

3696 COMB1 Combination 0.000 0.057 -0.432 6.97E-05 -5.12E-11 8.76E-11

3704 DEAD LinStatic -0.024 0.057 -0.364 9.71E-05 4.02E-05 -3.05E-12

3704 LIVE LinStatic -0.004 0.010 -0.046 1.68E-05 6.96E-06 -3.47E-13

3704 COMB1 Combination -0.028 0.067 -0.411 1.14E-04 4.72E-05 -3.39E-12


3798 LIVE LinStatic -0.001 0.002 -0.043 1.60E-06 6.62E-07 -7.78E-12

3798 COMB1 Combination -0.007 0.016 -0.385 -3.82E-05 -1.58E-05 -9.57E-11

max 0.152 0.080 -0.005 0.000 0.000 0.000min -0.028 -0.054 -0.681 -0.001 0.000 0.000

31

TABLE: Element Forces - FramesFrame Station OutputCase P V2 V3 T M2 M3Text cm Text Kgf Kgf Kgf Kgf-cm Kgf-cm Kgf-cm

293 0 COMB1 -47,571 -7,175 11,161 -1,895,845 780,992 5,078,182

293 43 COMB1 -47,571 -5,333 11,161 -1,895,845 295,584 5,350,172

293 87 COMB1 -47,571 -3,491 11,161 -1,895,845 -189,823 5,542,051

294 0 COMB1 -46,207 -4,347 1,032 -1,278,783 -108,898 5,196,161

294 43 COMB1 -46,207 -2,505 1,032 -1,278,783 -153,772 5,345,177

294 87 COMB1 -46,207 -663 1,032 -1,278,783 -198,647 5,414,082

295 0 COMB1 -44,753 -2,407 19 -249,047 -140,986 5,282,427

295 43 COMB1 -44,753 -565 19 -249,047 -141,812 5,347,066

295 87 COMB1 -44,753 1,277 19 -249,047 -142,637 5,331,595

606 0 COMB1 503,502 14,709 -16,167 6,613,863 -3,370,781 3,959,951

606 50 COMB1 503,502 19,821 -16,167 6,613,863 -2,569,385 3,104,140

606 99 COMB1 503,502 24,933 -16,167 6,613,863 -1,767,989 1,994,939

606 149 COMB1 503,502 30,045 -16,167 6,613,863 -966,593 632,346

606 198 COMB1 503,502 35,156 -16,167 6,613,863 -165,197 -983,637

607 0 COMB1 507,981 -3,597 -5,903 4,796,330 -706,530 -818,634

607 50 COMB1 507,981 1,515 -5,903 4,796,330 -413,945 -767,053

607 99 COMB1 507,981 6,627 -5,903 4,796,330 -121,360 -968,863

607 149 COMB1 507,981 11,739 -5,903 4,796,330 171,225 -1,424,065

607 198 COMB1 507,981 16,851 -5,903 4,796,330 463,810 -2,132,657

608 0 COMB1 512,737 -7,622 -1,755 2,864,904 305,659 -1,811,473

608 50 COMB1 512,737 -2,510 -1,755 2,864,904 392,636 -1,560,354

608 99 COMB1 512,737 2,602 -1,755 2,864,904 479,613 -1,562,627

608 149 COMB1 512,737 7,714 -1,755 2,864,904 566,590 -1,818,292

608 198 COMB1 512,737 12,825 -1,755 2,864,904 653,567 -2,327,347

609 0 COMB1 516,888 -8,561 -263 2,176,516 495,426 -2,086,694

609 50 COMB1 516,888 -3,449 -263 2,176,516 508,454 -1,789,050

609 99 COMB1 516,888 1,663 -263 2,176,516 521,481 -1,744,797

609 149 COMB1 516,888 6,775 -263 2,176,516 534,509 -1,953,935

609 198 COMB1 516,888 11,887 -263 2,176,516 547,536 -2,416,464

610 0 COMB1 520,106 -9,163 148 995,945 492,539 -2,268,936

610 50 COMB1 520,106 -4,051 148 995,945 485,223 -1,941,442

610 99 COMB1 520,106 1,061 148 995,945 477,907 -1,867,338

610 149 COMB1 520,106 6,173 148 995,945 470,591 -2,046,625

610 198 COMB1 520,106 11,285 148 995,945 463,275 -2,479,304

611 0 COMB1 521,837 -9,835 82 516,027 418,489 -2,411,913

611 50 COMB1 521,837 -4,723 82 516,027 414,418 -2,051,107

611 99 COMB1 521,837 389 82 516,027 410,347 -1,943,694

611 149 COMB1 521,837 5,501 82 516,027 406,277 -2,089,671

611 198 COMB1 521,837 10,613 82 516,027 402,206 -2,489,039

612 0 COMB1 521,837 -10,613 -82 -516,027 402,206 -2,489,039

612 50 COMB1 521,837 -5,501 -82 -516,027 406,277 -2,089,671

612 99 COMB1 521,837 -389 -82 -516,027 410,347 -1,943,694

612 149 COMB1 521,837 4,723 -82 -516,027 414,418 -2,051,107

612 198 COMB1 521,837 9,835 -82 -516,027 418,489 -2,411,913

634 0 COMB1 -114,575 -49,792 0 0 0 -18,622,445

634 163 COMB1 -110,999 -45,432 0 0 0 -10,873,518

634 163 COMB1 -115,339 -37,273 0 0 0 -10,200,965

634 326 COMB1 -111,763 -32,912 0 0 0 -4,489,553

634 326 COMB1 -112,395 -25,764 0 0 0 -3,548,563

634 488 COMB1 -108,819 -21,404 0 0 0 289,824

634 488 COMB1 -109,374 -16,740 0 0 0 908,891

634 651 COMB1 -105,797 -12,380 0 0 0 3,278,523

634 651 COMB1 -107,997 -10,175 0 0 0 3,573,328

634 814 COMB1 -104,421 -5,815 0 0 0 4,874,486

634 814 COMB1 -107,751 -5,567 0 0 0 4,892,721

634 977 COMB1 -104,175 -1,207 0 0 0 5,443,904 32

635 0 COMB1 -105,672 -3,103 0 0 0 4,853,407

635 162 COMB1 -102,119 1,228 0 0 0 5,005,016

635 162 COMB1 -105,233 -765 0 0 0 4,689,462

635 323 COMB1 -101,681 3,566 0 0 0 4,463,029

635 323 COMB1 -104,452 1,063 0 0 0 4,187,776

635 485 COMB1 -100,899 5,394 0 0 0 3,665,864

635 485 COMB1 -102,340 2,598 0 0 0 3,417,949

635 647 COMB1 -98,787 6,929 0 0 1 2,647,820

635 647 COMB1 -98,344 4,030 0 0 0 2,453,642

635 808 COMB1 -94,791 8,362 0 0 0 1,451,918

635 808 COMB1 -92,619 6,193 0 0 1 1,355,779

635 970 COMB1 -89,066 10,525 0 0 -3 4,335

636 0 COMB1 -88,120 -2,691 0 0 2 -25,441

636 185 COMB1 -84,046 2,275 0 0 0 13,112

636 185 COMB1 -82,951 -1,200 0 0 0 154,532

636 371 COMB1 -78,877 3,767 0 0 0 -83,418

636 371 COMB1 -79,140 803 0 0 0 -104,543

636 556 COMB1 -75,066 5,769 0 0 0 -713,751

636 556 COMB1 -76,261 3,757 0 0 0 -766,449

636 742 COMB1 -72,187 8,724 0 0 0 -1,923,317

636 742 COMB1 -73,827 8,044 0 0 0 -2,106,335

636 927 COMB1 -69,753 13,010 0 0 0 -4,057,867

636 927 COMB1 -66,502 14,230 0 0 0 -3,936,312

636 1,112 COMB1 -62,428 19,197 0 0 0 -7,034,777

642 0 COMB1 -50,015 -834 -71 187,567 -59,061 -220,624

642 50 COMB1 -50,015 -15 -71 187,567 -55,552 -199,572

642 99 COMB1 -50,015 804 -71 187,567 -52,042 -219,152

642 149 COMB1 -50,015 1,623 -71 187,567 -48,533 -279,363

643 0 COMB1 -49,097 -807 -126 287,133 -43,469 -140,112

643 50 COMB1 -49,097 11 -126 287,133 -37,213 -120,364

643 99 COMB1 -49,097 830 -126 287,133 -30,958 -141,247

643 149 COMB1 -49,097 1,649 -126 287,133 -24,702 -202,762

644 0 COMB1 -47,703 -1,019 -281 260,647 -25,983 -19,020

644 50 COMB1 -47,703 -200 -281 260,647 -12,026 11,239

644 99 COMB1 -47,703 618 -281 260,647 1,931 866

644 149 COMB1 -47,703 1,437 -281 260,647 15,888 -50,139

645 0 COMB1 -46,306 -879 -253 193,904 -647 108,191

645 50 COMB1 -46,306 -60 -253 193,904 11,893 131,472

645 99 COMB1 -46,306 759 -253 193,904 24,432 114,122

645 149 COMB1 -46,306 1,578 -253 193,904 36,972 56,140

646 0 COMB1 -45,283 -1,095 -251 111,615 15,304 160,253

646 50 COMB1 -45,283 -276 -251 111,615 27,746 194,278

646 99 COMB1 -45,283 543 -251 111,615 40,189 187,671

646 149 COMB1 -45,283 1,361 -251 111,615 52,632 140,433

647 0 COMB1 -44,775 -1,083 -50 35,733 37,071 189,104

647 50 COMB1 -44,775 -264 -50 35,733 39,557 222,525

647 99 COMB1 -44,775 555 -50 35,733 42,043 215,315

647 149 COMB1 -44,775 1,373 -50 35,733 44,529 167,472

648 0 COMB1 -44,775 -1,373 50 -35,733 44,529 167,472

648 50 COMB1 -44,775 -555 50 -35,733 42,043 215,315

648 99 COMB1 -44,775 264 50 -35,733 39,557 222,525

648 149 COMB1 -44,775 1,083 50 -35,733 37,071 189,103

740 0 COMB1 -39,818 4,454 1,553 -67,737 321,673 1,577,246

740 50 COMB1 -39,818 5,277 1,553 -67,737 244,219 1,334,608

740 100 COMB1 -39,818 6,100 1,553 -67,737 166,766 1,050,935

740 150 COMB1 -39,818 6,923 1,553 -67,737 89,312 726,226

740 199 COMB1 -39,818 7,745 1,553 -67,737 11,859 360,481

741 0 COMB1 -40,982 2,710 842 -64,233 48,964 179,315

741 50 COMB1 -40,982 3,533 842 -64,233 6,964 23,63533

741 100 COMB1 -40,982 4,356 842 -64,233 -35,037 -173,080

741 150 COMB1 -40,982 5,179 842 -64,233 -77,038 -410,831

741 199 COMB1 -40,982 6,002 842 -64,233 -119,039 -689,618

742 0 COMB1 -41,924 -318 311 -59,546 -100,725 -797,036

742 50 COMB1 -41,924 505 311 -59,546 -116,226 -801,708

742 100 COMB1 -41,924 1,328 311 -59,546 -131,728 -847,415

742 150 COMB1 -41,924 2,151 311 -59,546 -147,230 -934,158

742 199 COMB1 -41,924 2,974 311 -59,546 -162,731 -1,061,936

34

TABLE: Element Forces - Area ShellsArea Joint OutputCase F11 F22 F12 M11 M22 M12 V13 V23Text Text Text Kgf/cm Kgf/cm Kgf/cm Kgf-cm/cm Kgf-cm/cm Kgf-cm/cm Kgf/cm Kgf/cm

14 1851 COMB1 -267.5 -454.6 -78.0 -3,724.1 -31,354.7 -3,094.8 -24.1 -159.8

14 1852 COMB1 -222.8 -262.4 -122.8 -4,570.2 -26,104.9 -540.4 -25.4 -140.9

14 25 COMB1 -152.8 -232.4 -52.0 541.0 -9,685.2 2,339.9 3.3 -137.2

14 16 COMB1 -201.5 -446.5 -9.6 740.2 -13,639.5 2,970.3 4.8 -159.8

16 16 COMB1 -165.1 -268.1 -10.9 770.0 -10,403.3 1,139.5 15.1 -109.2

16 25 COMB1 -160.9 -255.4 -22.1 797.5 -12,040.2 4,181.9 15.5 -114.7

16 24 COMB1 -213.0 -264.4 -19.2 8,172.6 207.8 455.1 5.1 -116.1

16 17 COMB1 -218.0 -279.0 -5.2 8,089.5 1,617.8 -1,150.9 4.6 -109.2

504 1853 COMB1 -197.7 -148.0 -28.6 -2,897.0 -22,029.2 -1,091.2 6.2 -128.9

504 1854 COMB1 -198.4 -134.5 -6.8 -3,330.2 -21,275.2 2,629.4 6.1 -128.6

504 260 COMB1 -253.9 -146.9 -18.2 4,058.6 -7,163.2 1,319.1 6.5 -128.6

504 30 COMB1 -253.0 -157.8 -37.3 4,200.2 -7,577.1 -174.5 6.6 -128.9

506 30 COMB1 -263.6 -201.7 -31.8 3,355.1 -12,301.5 -318.2 4.7 -110.6

506 260 COMB1 -261.3 -177.5 -16.3 3,047.1 -11,586.6 1,940.4 4.8 -112.8

506 259 COMB1 -231.6 -169.7 -13.8 8,464.3 684.5 1,105.3 0.7 -113.3

506 29 COMB1 -233.7 -194.2 -31.1 8,508.8 292.2 634.5 0.5 -110.6

507 260 COMB1 -263.8 -174.9 -6.8 3,037.0 -11,576.5 1,978.0 24.5 -110.2

507 265 COMB1 -275.3 -190.0 12.1 2,147.2 -11,093.6 4,189.7 24.1 -108.1

507 264 COMB1 -246.6 -181.3 17.0 8,275.6 525.4 1,504.7 28.1 -107.0

507 259 COMB1 -234.4 -166.9 -3.5 8,495.8 653.0 987.7 28.6 -109.6

751 3284 COMB1 363.5 -200.4 34.6 -777.7 -2,579.3 226.3 40.3 32.8

751 3301 COMB1 346.1 -287.5 47.9 -501.9 -3,461.4 115.4 40.3 -69.3

751 425 COMB1 206.4 -317.7 19.2 -154.5 -455.7 -674.5 -47.0 -71.5

751 426 COMB1 224.5 -227.2 8.8 -470.2 366.1 -255.6 -47.0 35.0

752 426 COMB1 224.3 -229.1 7.7 -1,215.1 -1,615.1 -178.1 4.7 5.7

752 425 COMB1 213.9 -280.8 20.2 106.4 -960.7 -759.8 4.7 -26.1

752 427 COMB1 37.5 -316.4 12.2 -288.1 662.5 -609.4 -23.8 -26.9

752 428 COMB1 48.0 -263.9 3.3 -1,605.3 83.4 187.3 -23.8 6.5

753 428 COMB1 49.5 -256.4 2.4 -1,880.4 -958.2 -124.9 -14.4 -10.7

753 427 COMB1 44.3 -282.3 12.8 -408.8 -310.0 -304.0 -14.4 -0.4

753 429 COMB1 -119.9 -314.8 11.5 -504.4 557.0 -112.2 -4.7 -0.2

753 430 COMB1 -114.7 -289.0 4.4 -1,935.8 -17.6 174.3 -4.7 -11.0

754 430 COMB1 -113.4 -281.3 3.8 -1,901.9 -452.1 -67.4 -20.9 -16.7

754 429 COMB1 -115.4 -291.4 17.9 -725.9 31.3 127.7 -20.9 11.1

754 431 COMB1 -232.0 -313.9 21.4 -451.0 464.4 295.3 6.5 11.8

754 432 COMB1 -230.1 -304.4 9.7 -1,576.5 34.0 128.7 6.5 -17.4

755 432 COMB1 -229.5 -300.8 9.2 -1,397.3 -64.6 35.0 -18.8 -15.9

755 431 COMB1 -230.4 -305.0 25.0 -727.4 63.4 391.1 -18.8 13.2

755 433 COMB1 -294.2 -317.2 27.3 -264.5 271.2 387.4 11.3 14.0

755 434 COMB1 -293.4 -313.4 12.8 -893.3 165.4 17.4 11.3 -16.6

756 434 COMB1 -293.5 -312.7 12.4 -682.7 219.3 13.5 -12.8 -11.7

756 433 COMB1 -295.6 -322.8 33.5 -458.7 289.4 393.3 -12.8 10.7

756 3699 COMB1 -315.4 -327.2 24.5 48.1 365.4 433.3 11.7 11.4

756 3695 COMB1 -313.1 -316.0 3.9 -145.4 299.9 19.6 11.7 -12.3

758 3695 COMB1 -312.1 -310.7 3.7 11.8 356.5 70.9 -5.0 -6.7

758 3699 COMB1 -310.3 -302.0 18.7 -131.5 193.1 384.1 -5.0 6.2

758 436 COMB1 -317.3 -302.7 25.1 309.5 253.7 286.5 9.8 6.6

758 437 COMB1 -319.1 -312.1 10.3 474.1 395.3 -58.5 9.9 -7.1

759 437 COMB1 -319.0 -311.0 10.1 584.7 476.8 13.8 -0.4 -2.8

759 436 COMB1 -318.3 -307.8 19.0 243.3 377.6 217.3 -0.4 3.5

759 438 COMB1 -309.4 -306.1 16.6 543.5 341.8 208.5 7.3 3.6

759 439 COMB1 -310.0 -309.0 7.5 884.9 427.4 -23.6 7.3 -3.0

760 439 COMB1 -309.7 -307.1 7.4 942.0 525.4 26.3 3.3 0.0

760 438 COMB1 -309.6 -306.4 13.4 513.2 365.0 157.7 3.3 1.4

760 440 COMB1 -294.0 -303.3 9.5 711.6 273.9 102.6 5.2 1.4

760 441 COMB1 -294.0 -303.5 3.1 1,134.5 415.8 -54.9 5.2 -0.1 35

761 441 COMB1 -293.0 -298.3 2.9 1,155.4 531.2 1.0 5.3 2.1

761 440 COMB1 -293.3 -299.7 4.5 742.7 409.2 43.5 5.3 0.2

761 442 COMB1 -278.0 -296.7 0.0 794.9 239.2 16.3 2.7 0.2

761 443 COMB1 -277.6 -294.8 -1.9 1,193.4 348.0 -47.1 2.7 2.1

762 443 COMB1 -275.7 -284.8 -2.0 1,166.1 477.9 0.1 7.3 4.3

762 442 COMB1 -276.5 -288.5 -4.7 876.0 374.6 -37.4 7.3 -1.4

762 444 COMB1 -266.8 -286.7 -10.9 775.4 143.2 -79.2 -1.3 -1.5

762 445 COMB1 -266.0 -282.3 -8.4 1,055.1 234.3 -55.5 -1.4 4.7

766 3699 COMB1 -306.0 -303.2 19.7 47.8 285.8 353.7 -6.2 -5.5

766 3700 COMB1 -306.8 -306.9 27.1 -85.1 241.0 345.9 -6.2 8.2

766 446 COMB1 -312.8 -307.3 36.8 -129.6 22.6 343.5 9.6 8.6

766 436 COMB1 -312.4 -304.8 29.6 13.1 61.4 328.9 9.6 -5.9

767 436 COMB1 -313.3 -308.9 23.2 196.0 407.0 294.2 -2.7 -4.5

767 446 COMB1 -312.6 -305.6 26.7 -219.0 168.2 380.2 -2.7 6.6

767 447 COMB1 -302.3 -303.9 20.9 -109.7 -5.3 252.1 10.9 7.0

767 438 COMB1 -302.8 -306.4 17.1 304.9 211.7 134.3 10.8 -4.8

768 438 COMB1 -302.6 -306.1 14.1 443.3 373.0 171.4 0.3 -3.1

768 447 COMB1 -302.1 -303.3 15.4 -185.6 160.1 218.3 0.3 5.1

768 448 COMB1 -286.5 -300.5 10.7 -113.7 -6.5 147.6 11.0 5.5

768 440 COMB1 -287.0 -302.7 9.1 495.0 187.8 72.2 11.0 -3.3

769 440 COMB1 -285.8 -298.4 4.3 617.1 392.8 96.3 3.6 -1.6

769 448 COMB1 -285.5 -297.0 4.7 -174.0 104.0 126.9 3.6 3.7

769 449 COMB1 -272.0 -294.8 -0.6 -112.0 -65.2 3.6 11.0 4.0

769 442 COMB1 -272.1 -295.5 -1.2 646.0 198.4 -55.3 11.0 -1.7

770 442 COMB1 -269.9 -287.0 -5.5 728.1 334.1 -20.9 6.5 0.0

770 449 COMB1 -270.3 -288.8 -5.6 -135.0 90.2 -27.0 6.5 2.1

770 450 COMB1 -260.8 -287.4 -11.0 -120.5 -76.4 -94.5 9.6 2.2

770 444 COMB1 -260.3 -284.9 -11.2 695.0 145.5 -111.9 9.6 -0.1

772 3301 COMB1 348.9 -289.2 18.9 -1,000.7 -4,124.3 -83.7 21.6 -1.0

772 3318 COMB1 339.9 -334.3 12.9 -943.7 -5,230.7 328.6 21.6 -52.8

772 451 COMB1 234.5 -357.8 3.8 144.0 -811.0 -629.6 -22.7 -53.9

772 425 COMB1 243.7 -311.8 12.1 76.7 215.0 -631.8 -22.7 0.1

773 425 COMB1 251.4 -275.0 7.3 -360.6 -1,136.8 -788.0 3.4 -4.6

773 451 COMB1 240.5 -329.4 8.1 329.5 -830.7 -478.1 3.4 -21.7

773 452 COMB1 33.5 -370.8 5.1 973.9 1,301.6 -456.5 -12.0 -22.1

773 427 COMB1 44.4 -316.3 8.5 299.1 1,013.1 -574.5 -12.0 -4.2

774 427 COMB1 51.1 -282.2 6.0 52.1 -113.3 -460.4 -7.9 -6.7

774 452 COMB1 41.6 -329.6 11.3 903.1 758.1 -571.8 -7.9 -1.7

774 453 COMB1 -133.5 -363.8 15.0 863.3 1,412.9 -99.7 -3.3 -1.6

774 429 COMB1 -124.2 -317.0 13.2 34.1 607.3 91.3 -3.3 -6.8

775 429 COMB1 -119.8 -294.2 17.9 40.0 327.3 89.6 -11.2 -6.8

775 453 COMB1 -126.9 -329.6 24.3 699.3 860.7 -97.8 -11.2 7.1

775 454 COMB1 -241.5 -351.6 29.4 459.1 813.2 198.8 2.4 7.4

775 431 COMB1 -234.6 -317.0 25.3 -178.4 327.6 401.2 2.4 -7.1

776 431 COMB1 -233.1 -308.4 28.2 -78.0 316.8 328.5 -10.6 -6.1

776 454 COMB1 -237.7 -331.1 36.0 322.6 628.5 272.4 -10.6 9.3

776 455 COMB1 -294.7 -341.7 41.4 207.0 356.3 466.4 5.3 9.7

776 433 COMB1 -290.4 -319.9 34.6 -176.2 74.8 502.0 5.3 -6.5

777 433 COMB1 -291.8 -326.2 40.3 13.8 466.5 509.7 -8.2 -5.0

777 455 COMB1 -293.0 -332.2 51.3 91.4 331.8 462.1 -8.2 8.8

777 3700 COMB1 -312.7 -337.1 35.2 -15.3 17.0 339.9 6.8 9.2

777 3699 COMB1 -311.1 -329.0 24.6 -91.6 157.4 360.9 6.8 -5.4

796 3696 COMB1 -250.4 -253.2 -1.6 1,004.4 250.3 -69.5 -1.1 -5.9

796 3796 COMB1 -246.6 -234.0 -10.5 -44.4 160.6 -75.5 -1.1 6.9

796 480 COMB1 -214.3 -228.8 -13.4 -12.0 65.4 24.0 12.1 7.6

796 481 COMB1 -218.0 -247.1 -5.8 942.5 154.1 10.7 12.1 -6.6

797 481 COMB1 -215.7 -234.5 -5.8 1,001.7 225.1 13.3 5.8 1.0

797 480 COMB1 -213.8 -225.1 -5.3 -87.6 -80.8 25.8 5.8 -0.7

797 482 COMB1 -181.4 -218.0 -0.4 -7.2 -99.1 -51.1 3.7 -0.8

797 483 COMB1 -183.5 -228.6 -2.1 954.1 185.6 -72.9 3.7 1.136

798 483 COMB1 -181.6 -219.1 -2.2 898.6 200.9 -31.9 11.2 4.4

798 482 COMB1 -180.9 -215.2 -1.4 82.2 44.6 -101.8 11.2 -3.4

798 484 COMB1 -146.9 -208.4 0.6 2.2 -36.7 -87.2 1.1 -3.9

798 485 COMB1 -147.8 -212.6 -1.5 737.1 88.0 -17.9 1.1 4.9

799 485 COMB1 -146.5 -205.5 -1.8 666.1 136.2 1.0 10.3 7.4

799 484 COMB1 -146.7 -206.5 1.5 91.7 -11.0 -104.1 10.3 -5.1

799 486 COMB1 -110.0 -199.1 3.8 -64.3 -218.6 -142.1 -8.2 -6.0

799 487 COMB1 -109.9 -198.5 -1.0 399.9 -85.6 -44.5 -8.2 8.3

800 487 COMB1 -109.1 -192.7 -1.3 249.2 65.1 -147.3 9.6 5.0

800 486 COMB1 -111.8 -206.1 9.1 230.2 298.4 -62.1 9.6 -0.7

800 488 COMB1 -72.5 -199.6 2.6 405.1 -109.7 309.6 -0.3 -1.2

800 489 COMB1 -69.5 -184.4 -9.3 476.9 -323.6 103.8 -0.3 5.5

801 489 COMB1 -63.7 -166.0 -8.8 748.5 138.5 296.2 -14.8 -0.4

801 488 COMB1 -74.1 -218.3 -6.8 182.1 -386.7 155.1 -14.8 8.7

801 1852 COMB1 -137.1 -235.5 -42.2 -117.7 -1,115.7 -451.4 4.6 9.6

801 1851 COMB1 -125.0 -174.6 -41.5 219.2 -667.0 -365.7 4.6 -1.4

844 3703 COMB1 -291.1 -335.5 10.9 187.7 346.6 102.0 -1.8 1.1

844 3704 COMB1 -291.6 -338.0 3.2 152.3 348.8 -14.6 -1.8 4.8

844 525 COMB1 -281.1 -335.8 5.9 -76.4 -128.6 11.4 2.5 4.9

844 520 COMB1 -280.6 -333.6 13.3 -40.4 -131.7 93.1 2.5 1.0

845 520 COMB1 -276.3 -311.4 10.3 34.8 59.9 108.0 -1.4 0.2

845 525 COMB1 -276.3 -311.6 5.6 -84.0 27.5 -2.4 -1.4 4.3

845 526 COMB1 -264.6 -309.4 4.3 -296.2 -339.0 2.1 3.6 4.4

845 521 COMB1 -264.5 -309.0 8.8 -180.0 -310.1 89.1 3.6 0.1

846 521 COMB1 -260.9 -291.2 6.7 -95.2 -109.9 93.7 -0.9 -0.4

846 526 COMB1 -260.3 -288.1 4.1 -307.5 -163.1 -0.7 -0.9 3.8

846 527 COMB1 -252.0 -286.6 2.5 -487.6 -439.3 -3.0 4.5 3.9

846 522 COMB1 -252.5 -289.5 4.9 -285.0 -389.9 75.7 4.5 -0.5

847 522 COMB1 -249.9 -276.7 1.9 -195.2 -192.8 67.6 -0.2 -1.1

847 527 COMB1 -248.8 -271.4 2.2 -508.6 -282.8 6.4 -0.2 3.3

847 528 COMB1 -247.1 -271.3 0.7 -624.3 -464.5 -16.4 5.9 3.5

847 523 COMB1 -248.1 -276.4 0.4 -325.9 -381.2 33.9 5.9 -1.2

848 523 COMB1 -246.4 -269.2 -1.5 -228.0 -227.6 22.5 0.0 -2.7

848 528 COMB1 -244.9 -261.6 0.3 -667.1 -329.1 -4.0 0.0 2.8

848 529 COMB1 -251.7 -263.1 -0.8 -694.4 -341.8 -18.9 8.2 3.1

848 524 COMB1 -253.2 -270.6 -2.5 -280.3 -246.5 6.6 8.2 -2.8

849 3369 COMB1 342.3 -376.1 -3.0 -1,436.4 -6,966.2 -211.2 0.6 -34.4

849 3386 COMB1 342.0 -377.9 -0.4 -1,443.1 -7,013.3 237.5 0.6 -35.5

849 530 COMB1 252.1 -398.9 -3.2 -127.3 -1,319.7 -62.8 -0.4 -35.6

849 515 COMB1 252.5 -397.0 -4.0 -120.3 -1,276.9 28.1 -0.4 -34.3

850 515 COMB1 255.9 -382.8 -8.1 -97.4 -1,220.4 -106.8 0.2 -15.3

850 530 COMB1 255.4 -385.5 2.2 -90.5 -1,238.2 72.0 0.2 -15.8

850 531 COMB1 8.9 -434.8 0.3 475.6 1,298.7 -62.1 -0.2 -15.8

850 516 COMB1 9.4 -432.2 -5.0 469.9 1,313.9 1.4 -0.2 -15.3

851 516 COMB1 15.8 -400.0 -6.6 486.3 1,340.9 -43.9 -0.1 -3.1

851 531 COMB1 15.2 -403.1 3.5 497.2 1,348.5 -16.5 -0.1 -2.9

851 532 COMB1 -188.2 -442.6 2.8 598.3 1,833.7 -36.2 0.0 -2.9

851 517 COMB1 -187.6 -439.8 -3.2 587.6 1,827.0 -16.6 0.0 -3.1

852 517 COMB1 -182.0 -410.0 -0.7 588.5 1,794.5 -7.7 -0.2 2.6

852 532 COMB1 -182.6 -413.2 4.0 599.0 1,817.0 -45.2 -0.2 3.0

852 533 COMB1 -285.8 -432.8 4.9 489.8 1,364.9 -8.2 0.1 3.0

852 518 COMB1 -285.2 -429.8 2.2 479.8 1,343.7 -13.1 0.1 2.6

853 518 COMB1 -280.5 -405.1 6.1 469.5 1,267.7 21.7 -0.3 4.1

853 533 COMB1 -281.3 -408.6 5.0 475.4 1,299.0 -42.6 -0.3 4.4

853 534 COMB1 -307.5 -413.2 7.0 299.0 607.1 13.1 0.0 4.4

853 519 COMB1 -306.9 -409.9 8.5 291.9 579.1 13.6 0.0 4.1

854 519 COMB1 -302.1 -385.8 14.4 278.4 502.1 56.6 -0.2 3.8

854 534 COMB1 -302.8 -389.4 6.6 283.2 538.5 -30.2 -0.2 4.0

854 3704 COMB1 -301.8 -389.2 4.0 80.9 -97.5 27.7 0.1 4.0

854 3703 COMB1 -301.0 -385.2 11.8 76.0 -131.5 59.4 0.1 3.837

858 3797 COMB1 -254.8 -225.2 -5.0 -188.4 318.5 -50.8 0.3 0.7

858 3798 COMB1 -254.3 -223.0 1.1 -384.0 393.4 -91.7 0.3 2.9

858 539 COMB1 -227.6 -216.6 0.5 -455.0 55.5 30.2 2.6 3.0

858 514 COMB1 -228.0 -218.5 -6.8 -272.7 -16.1 7.3 2.6 0.6

859 514 COMB1 -228.1 -218.6 -1.5 -292.0 -153.8 19.6 0.8 0.3

859 539 COMB1 -227.5 -215.7 -1.2 -538.4 -274.1 22.5 0.8 -0.7

859 535 COMB1 -181.4 -206.9 -1.4 -512.9 -239.6 -47.0 -0.3 -0.7

859 510 COMB1 -182.0 -209.6 -3.5 -305.3 -121.8 -43.4 -0.3 0.4

860 510 COMB1 -182.2 -210.9 -4.2 -349.2 -209.2 -79.3 2.8 -0.4

860 535 COMB1 -182.4 -211.8 -1.5 -486.5 -224.4 -18.1 2.8 -1.0

860 536 COMB1 -151.0 -205.7 0.6 -379.8 -88.9 -4.4 1.9 -1.1

860 511 COMB1 -150.9 -205.2 -3.4 -240.6 -86.2 -55.6 1.9 -0.3

861 511 COMB1 -152.4 -212.0 -3.0 -208.2 28.8 -24.0 1.2 1.8

861 536 COMB1 -152.4 -212.3 1.3 -361.8 24.2 -30.0 1.2 -1.5

861 537 COMB1 -114.5 -204.5 1.4 -350.7 -6.8 -7.7 -3.6 -1.7

861 512 COMB1 -114.4 -204.0 -4.5 -244.2 5.3 -5.3 -3.6 2.0

862 512 COMB1 -118.1 -218.9 -5.3 -278.8 166.3 -11.3 3.4 2.2

862 537 COMB1 -119.3 -224.6 3.0 -242.6 139.7 -11.3 3.4 1.4

862 538 COMB1 -48.5 -210.7 4.2 -264.5 -191.0 -8.8 2.0 1.4

862 513 COMB1 -47.4 -204.9 -7.0 -259.0 -176.8 -77.3 2.0 2.3

863 513 COMB1 -50.9 -228.9 -13.9 -273.0 -669.8 -75.4 -4.4 2.4

863 538 COMB1 -51.7 -233.2 5.1 -438.6 -702.6 1.3 -4.4 3.1

863 1854 COMB1 -131.5 -252.5 3.6 -149.4 -1,216.6 60.2 -2.9 3.2

863 1853 COMB1 -130.7 -248.3 -11.7 -76.5 -1,183.5 -162.7 -2.9 2.4

864 3386 COMB1 342.0 -377.9 0.4 -1,443.1 -7,013.3 -237.5 -0.6 -35.5

864 3403 COMB1 342.3 -376.1 3.0 -1,436.4 -6,966.2 211.2 -0.6 -34.4

864 540 COMB1 252.5 -397.0 4.0 -120.3 -1,276.9 -28.1 0.4 -34.3

864 530 COMB1 252.1 -398.9 3.2 -127.3 -1,319.7 62.8 0.4 -35.6

865 530 COMB1 255.4 -385.5 -2.2 -90.5 -1,238.2 -72.0 -0.2 -15.8

865 540 COMB1 255.9 -382.8 8.1 -97.4 -1,220.4 106.8 -0.2 -15.3

865 541 COMB1 9.4 -432.2 5.0 469.9 1,313.9 -1.4 0.2 -15.3

865 531 COMB1 8.9 -434.8 -0.3 475.6 1,298.7 62.1 0.2 -15.8

866 531 COMB1 15.2 -403.1 -3.5 497.2 1,348.5 16.5 0.1 -2.9

866 541 COMB1 15.8 -400.0 6.6 486.3 1,340.9 43.9 0.1 -3.1

866 542 COMB1 -187.6 -439.8 3.2 587.6 1,827.0 16.6 0.0 -3.1

866 532 COMB1 -188.2 -442.6 -2.8 598.3 1,833.7 36.2 0.0 -2.9

867 532 COMB1 -182.6 -413.2 -4.0 599.0 1,817.0 45.2 0.2 3.0

867 542 COMB1 -182.0 -410.0 0.7 588.5 1,794.5 7.7 0.2 2.6

867 543 COMB1 -285.2 -429.8 -2.2 479.8 1,343.7 13.1 -0.1 2.6

867 533 COMB1 -285.8 -432.8 -4.9 489.8 1,364.9 8.2 -0.1 3.0

868 533 COMB1 -281.3 -408.6 -5.0 475.4 1,299.0 42.6 0.3 4.4

868 543 COMB1 -280.5 -405.1 -6.1 469.5 1,267.7 -21.7 0.3 4.1

868 544 COMB1 -306.9 -409.9 -8.5 291.9 579.1 -13.6 0.0 4.1

868 534 COMB1 -307.5 -413.2 -7.0 299.0 607.1 -13.1 0.0 4.4

869 534 COMB1 -302.8 -389.4 -6.6 283.2 538.5 30.2 0.2 4.0

869 544 COMB1 -302.1 -385.8 -14.4 278.4 502.1 -56.6 0.2 3.8

869 3705 COMB1 -301.0 -385.2 -11.8 76.0 -131.5 -59.4 -0.1 3.8

869 3704 COMB1 -301.8 -389.2 -4.0 80.9 -97.5 -27.7 -0.1 4.0

870 3704 COMB1 -291.6 -338.0 -3.2 152.3 348.8 14.6 1.8 4.8

870 3705 COMB1 -291.1 -335.5 -10.9 187.7 346.6 -102.0 1.8 1.1

870 545 COMB1 -280.6 -333.6 -13.3 -40.4 -131.7 -93.1 -2.5 1.0

870 525 COMB1 -281.1 -335.8 -5.9 -76.4 -128.6 -11.4 -2.5 4.9

871 525 COMB1 -276.3 -311.6 -5.6 -84.0 27.5 2.4 1.4 4.3

871 545 COMB1 -276.3 -311.4 -10.3 34.8 59.9 -108.0 1.4 0.2

871 546 COMB1 -264.5 -309.0 -8.8 -180.0 -310.1 -89.1 -3.6 0.1

871 526 COMB1 -264.6 -309.4 -4.3 -296.2 -339.0 -2.1 -3.6 4.4

872 526 COMB1 -260.3 -288.1 -4.1 -307.5 -163.1 0.7 0.9 3.8

872 546 COMB1 -260.9 -291.2 -6.7 -95.2 -109.9 -93.7 0.9 -0.4

872 547 COMB1 -252.5 -289.5 -4.9 -285.0 -389.9 -75.7 -4.5 -0.5

872 527 COMB1 -252.0 -286.6 -2.5 -487.6 -439.3 3.0 -4.5 3.938

873 527 COMB1 -248.8 -271.4 -2.2 -508.6 -282.8 -6.4 0.2 3.3

873 547 COMB1 -249.9 -276.7 -1.9 -195.2 -192.8 -67.6 0.2 -1.1

873 548 COMB1 -248.1 -276.4 -0.4 -325.9 -381.2 -33.9 -5.9 -1.2

873 528 COMB1 -247.1 -271.3 -0.7 -624.3 -464.5 16.4 -5.9 3.5

874 528 COMB1 -244.9 -261.6 -0.3 -667.1 -329.1 4.0 0.0 2.8

874 548 COMB1 -246.4 -269.2 1.5 -228.0 -227.6 -22.5 0.0 -2.7

874 549 COMB1 -253.2 -270.6 2.5 -280.3 -246.5 -6.6 -8.2 -2.8

874 529 COMB1 -251.7 -263.1 0.8 -694.4 -341.8 18.9 -8.2 3.1

889 3798 COMB1 -254.3 -223.0 -1.1 -384.0 393.4 91.7 -0.3 2.9

889 3799 COMB1 -254.8 -225.2 5.0 -188.4 318.5 50.8 -0.3 0.7

889 564 COMB1 -228.0 -218.5 6.8 -272.7 -16.1 -7.3 -2.6 0.6

889 539 COMB1 -227.6 -216.6 -0.5 -455.0 55.5 -30.2 -2.6 3.0

890 539 COMB1 -227.5 -215.7 1.2 -538.4 -274.1 -22.5 -0.8 -0.7

890 564 COMB1 -228.1 -218.6 1.5 -292.0 -153.8 -19.6 -0.8 0.3

890 560 COMB1 -182.0 -209.6 3.5 -305.3 -121.8 43.4 0.3 0.4

890 535 COMB1 -181.4 -206.9 1.4 -512.9 -239.6 47.0 0.3 -0.7

891 535 COMB1 -182.4 -211.8 1.5 -486.5 -224.4 18.1 -2.8 -1.0

891 560 COMB1 -182.2 -210.9 4.2 -349.2 -209.2 79.3 -2.8 -0.4

891 561 COMB1 -150.9 -205.2 3.4 -240.6 -86.2 55.6 -1.9 -0.3

891 536 COMB1 -151.0 -205.7 -0.6 -379.8 -88.9 4.4 -1.9 -1.1

892 536 COMB1 -152.4 -212.3 -1.3 -361.8 24.2 30.0 -1.2 -1.5

892 561 COMB1 -152.4 -212.0 3.0 -208.2 28.8 24.0 -1.2 1.8

892 562 COMB1 -114.4 -204.0 4.5 -244.2 5.3 5.3 3.6 2.0

892 537 COMB1 -114.5 -204.5 -1.4 -350.7 -6.8 7.7 3.6 -1.7

893 537 COMB1 -119.3 -224.6 -3.0 -242.6 139.7 11.3 -3.4 1.4

893 562 COMB1 -118.1 -218.9 5.3 -278.8 166.3 11.3 -3.4 2.2

893 563 COMB1 -47.4 -204.9 7.0 -259.0 -176.8 77.3 -2.0 2.3

893 538 COMB1 -48.5 -210.7 -4.2 -264.5 -191.0 8.8 -2.0 1.4

894 538 COMB1 -51.7 -233.2 -5.1 -438.6 -702.6 -1.3 4.4 3.1

894 563 COMB1 -50.9 -228.9 13.9 -273.0 -669.8 75.4 4.4 2.4

894 1855 COMB1 -130.7 -248.3 11.7 -76.5 -1,183.5 162.7 2.9 2.4

894 1854 COMB1 -131.5 -252.5 -3.6 -149.4 -1,216.6 -60.2 2.9 3.2

39

TABLE: Element Stresses - Area ShellsArea Joint OutputCaseS11Top S22Top S12Top S11Bot S22Bot S12BotText Text Text Kgf/cm2 Kgf/cm2 Kgf/cm2 Kgf/cm2 Kgf/cm2 Kgf/cm2

14 1,851 COMB1 1.7 44.7 3.9 -10.7 -59.8 -6.5

14 1,852 COMB1 3.9 39.1 -1.1 -11.3 -47.9 -2.9

14 25 COMB1 -3.4 12.3 -4.8 -1.6 -20.0 3.0

14 16 COMB1 -4.6 15.3 -5.1 -2.1 -30.2 4.8

16 16 COMB1 -4.0 12.9 -2.1 -1.5 -21.8 1.7

16 25 COMB1 -4.0 15.8 -7.3 -1.4 -24.3 6.6

16 24 COMB1 -17.2 -4.8 -1.1 10.1 -4.1 0.4

16 17 COMB1 -17.1 -7.3 1.8 9.8 -2.0 -2.0

504 1,853 COMB1 1.5 34.2 1.3 -8.1 -39.2 -2.3

504 1,854 COMB1 2.2 33.2 -4.5 -8.9 -37.7 4.3

504 260 COMB1 -11.0 9.5 -2.5 2.5 -14.4 1.9

504 30 COMB1 -11.2 10.0 -0.3 2.8 -15.3 -0.9

506 30 COMB1 -10.0 17.1 0.0 1.2 -23.9 -1.1

506 260 COMB1 -9.4 16.4 -3.5 0.7 -22.3 3.0

506 259 COMB1 -18.0 -4.0 -2.1 10.2 -1.7 1.6

506 29 COMB1 -18.1 -3.7 -1.6 10.3 -2.7 0.5

507 260 COMB1 -9.5 16.4 -3.4 0.7 -22.2 3.2

507 265 COMB1 -8.2 15.3 -6.8 -1.0 -21.7 7.2

507 264 COMB1 -17.9 -3.9 -2.2 9.7 -2.1 2.8

507 259 COMB1 -18.1 -3.9 -1.7 10.3 -1.7 1.6

751 3,284 COMB1 17.3 10.5 -0.4 6.9 -23.9 2.7

751 3,301 COMB1 14.9 13.5 0.8 8.2 -32.7 2.4

751 425 COMB1 7.9 -7.6 5.1 5.8 -13.6 -3.9

751 426 COMB1 10.6 -10.0 2.0 4.3 -5.1 -1.4

752 426 COMB1 15.6 3.1 1.4 -0.6 -18.4 -0.9

752 425 COMB1 6.4 -3.0 5.7 7.8 -15.8 -4.4

752 427 COMB1 3.2 -15.0 4.5 -0.7 -6.1 -3.7

752 428 COMB1 12.3 -9.4 -1.1 -9.1 -8.2 1.4

753 428 COMB1 14.2 -2.2 0.9 -10.9 -14.9 -0.8

753 427 COMB1 4.2 -7.3 2.5 -1.2 -11.5 -1.6

753 429 COMB1 -0.6 -14.2 1.1 -7.4 -6.8 -0.4

753 430 COMB1 9.1 -9.5 -1.0 -16.7 -9.8 1.3

754 430 COMB1 8.9 -6.4 0.6 -16.5 -12.4 -0.3

754 429 COMB1 1.0 -9.9 -0.3 -8.7 -9.5 1.4

754 431 COMB1 -4.7 -13.6 -1.3 -10.7 -7.4 2.7

754 432 COMB1 2.8 -10.4 -0.5 -18.2 -9.9 1.2

755 432 COMB1 1.7 -9.6 0.1 -17.0 -10.5 0.5

755 431 COMB1 -2.8 -10.6 -1.8 -12.5 -9.7 3.4

755 433 COMB1 -8.0 -12.4 -1.7 -11.6 -8.8 3.5

755 434 COMB1 -3.8 -11.5 0.3 -15.7 -9.3 0.5

756 434 COMB1 -5.2 -11.9 0.3 -14.3 -9.0 0.5

756 433 COMB1 -6.8 -12.7 -1.5 -12.9 -8.8 3.7

756 3,699 COMB1 -10.8 -13.3 -2.1 -10.2 -8.5 3.7

756 3,695 COMB1 -9.5 -12.5 0.0 -11.4 -8.5 0.3

758 3,695 COMB1 -10.5 -12.7 -0.4 -10.3 -8.0 0.6

758 3,699 COMB1 -9.5 -11.4 -1.9 -11.2 -8.8 3.2

758 436 COMB1 -12.6 -11.8 -1.1 -8.5 -8.4 2.7

758 437 COMB1 -13.8 -13.0 0.7 -7.5 -7.8 0.0

759 437 COMB1 -14.5 -13.5 0.2 -6.7 -7.2 0.4

759 436 COMB1 -12.2 -12.8 -0.8 -9.0 -7.7 2.1

759 438 COMB1 -13.9 -12.5 -0.8 -6.7 -7.9 1.9

759 439 COMB1 -16.2 -13.1 0.4 -4.4 -7.4 0.1

760 439 COMB1 -16.6 -13.7 0.1 -4.0 -6.7 0.4

760 438 COMB1 -13.7 -12.6 -0.6 -6.9 -7.8 1.5

760 440 COMB1 -14.5 -11.9 -0.4 -5.1 -8.3 1.0

760 441 COMB1 -17.4 -12.9 0.5 -2.2 -7.3 -0.3

761 441 COMB1 -17.5 -13.5 0.1 -2.1 -6.4 0.1 40

761 440 COMB1 -14.7 -12.7 -0.1 -4.8 -7.3 0.4

761 442 COMB1 -14.6 -11.5 -0.1 -4.0 -8.3 0.1

761 443 COMB1 -17.2 -12.1 0.3 -1.3 -7.5 -0.4

762 443 COMB1 -17.0 -12.7 -0.1 -1.4 -6.3 -0.1

762 442 COMB1 -15.1 -12.1 0.1 -3.4 -7.1 -0.4

762 444 COMB1 -14.1 -10.5 0.2 -3.7 -8.6 -0.9

762 445 COMB1 -15.9 -11.0 0.1 -1.8 -7.8 -0.7

766 3,699 COMB1 -10.5 -12.0 -1.7 -9.9 -8.2 3.0

766 3,700 COMB1 -9.7 -11.8 -1.4 -10.8 -8.6 3.2

766 446 COMB1 -9.6 -10.4 -1.1 -11.3 -10.1 3.5

766 436 COMB1 -10.5 -10.6 -1.2 -10.3 -9.8 3.2

767 436 COMB1 -11.7 -13.0 -1.2 -9.1 -7.6 2.7

767 446 COMB1 -9.0 -11.3 -1.6 -11.9 -9.1 3.4

767 447 COMB1 -9.3 -10.1 -1.0 -10.8 -10.2 2.4

767 438 COMB1 -12.1 -11.6 -0.3 -8.1 -8.8 1.5

768 438 COMB1 -13.0 -12.7 -0.7 -7.1 -7.7 1.6

768 447 COMB1 -8.8 -11.2 -0.9 -11.3 -9.0 2.0

768 448 COMB1 -8.8 -10.0 -0.6 -10.3 -10.1 1.3

768 440 COMB1 -12.9 -11.3 -0.2 -6.3 -8.8 0.8

769 440 COMB1 -13.6 -12.6 -0.5 -5.4 -7.3 0.8

769 448 COMB1 -8.4 -10.6 -0.7 -10.7 -9.2 1.0

769 449 COMB1 -8.3 -9.4 0.0 -9.8 -10.3 0.0

769 442 COMB1 -13.4 -11.2 0.3 -4.8 -8.5 -0.4

770 442 COMB1 -13.9 -11.8 0.0 -4.1 -7.3 -0.3

770 449 COMB1 -8.1 -10.2 0.0 -9.9 -9.0 -0.4

770 450 COMB1 -7.9 -9.1 0.3 -9.5 -10.1 -1.0

770 444 COMB1 -13.3 -10.5 0.4 -4.0 -8.5 -1.1

772 3,301 COMB1 18.3 17.9 1.2 5.0 -37.1 0.1

772 3,318 COMB1 17.6 23.7 -1.8 5.0 -46.0 2.6

772 451 COMB1 6.9 -6.5 4.3 8.8 -17.3 -4.1

772 425 COMB1 7.6 -11.8 4.6 8.6 -9.0 -3.8

773 425 COMB1 10.8 -1.6 5.5 6.0 -16.7 -5.0

773 451 COMB1 5.8 -5.4 3.5 10.2 -16.5 -2.9

773 452 COMB1 -5.4 -21.0 3.2 7.6 -3.7 -2.9

773 427 COMB1 -0.5 -17.3 4.1 3.5 -3.8 -3.5

774 427 COMB1 1.4 -8.7 3.3 2.1 -10.2 -2.9

774 452 COMB1 -4.6 -16.0 4.2 7.4 -5.9 -3.4

774 453 COMB1 -10.2 -21.5 1.2 1.3 -2.7 -0.2

774 429 COMB1 -4.4 -14.6 -0.2 -3.9 -6.5 1.0

775 429 COMB1 -4.3 -12.0 0.0 -3.7 -7.6 1.2

775 453 COMB1 -8.9 -16.7 1.5 0.4 -5.2 0.2

775 454 COMB1 -11.1 -17.1 -0.3 -5.0 -6.3 2.3

775 431 COMB1 -6.6 -12.7 -1.8 -9.0 -8.4 3.5

776 431 COMB1 -7.3 -12.4 -1.3 -8.3 -8.2 3.1

776 454 COMB1 -10.1 -15.2 -0.6 -5.8 -6.8 3.0

776 455 COMB1 -11.2 -13.8 -1.7 -8.4 -9.0 4.5

776 433 COMB1 -8.5 -11.2 -2.2 -10.9 -10.2 4.5

777 433 COMB1 -9.8 -14.0 -2.1 -9.6 -7.8 4.7

777 455 COMB1 -10.4 -13.3 -1.4 -9.2 -8.9 4.8

777 3,700 COMB1 -10.3 -11.3 -1.1 -10.5 -11.1 3.4

777 3,699 COMB1 -9.8 -12.0 -1.6 -11.0 -9.9 3.2

796 3,696 COMB1 -15.0 -10.1 0.4 -1.7 -6.8 -0.5

796 3,796 COMB1 -7.9 -8.9 0.2 -8.5 -6.7 -0.9

796 480 COMB1 -7.1 -8.1 -0.6 -7.2 -7.2 -0.3

796 481 COMB1 -13.5 -9.3 -0.3 -1.0 -7.2 -0.1

797 481 COMB1 -13.9 -9.3 -0.3 -0.5 -6.3 -0.1

797 480 COMB1 -6.5 -7.0 -0.4 -7.7 -8.0 0.0

797 482 COMB1 -6.0 -6.6 0.3 -6.1 -7.9 -0.4

797 483 COMB1 -12.5 -8.9 0.4 0.2 -6.4 -0.6

798 483 COMB1 -12.0 -8.6 0.1 -0.1 -6.0 -0.3 41

798 482 COMB1 -6.6 -7.5 0.6 -5.5 -6.9 -0.7

798 484 COMB1 -4.9 -6.7 0.6 -4.9 -7.2 -0.6

798 485 COMB1 -9.8 -7.7 0.1 0.0 -6.5 -0.2

799 485 COMB1 -9.3 -7.8 -0.1 -0.4 -5.9 -0.1

799 484 COMB1 -5.5 -6.8 0.7 -4.3 -7.0 -0.6

799 486 COMB1 -3.2 -5.2 1.1 -4.1 -8.1 -0.8

799 487 COMB1 -6.3 -6.0 0.3 -1.0 -7.2 -0.3

800 487 COMB1 -5.3 -6.9 0.9 -2.0 -6.0 -1.0

800 486 COMB1 -5.3 -8.9 0.7 -2.2 -4.9 -0.1

800 488 COMB1 -5.1 -5.9 -2.0 0.3 -7.4 2.2

800 489 COMB1 -5.5 -4.0 -1.0 0.9 -8.3 0.4

801 489 COMB1 -7.1 -6.5 -2.3 2.9 -4.6 1.7

801 488 COMB1 -3.7 -4.7 -1.3 -1.3 -9.9 0.8

801 1,852 COMB1 -3.8 -0.4 1.6 -5.4 -15.3 -4.4

801 1,851 COMB1 -5.6 -1.4 1.1 -2.7 -10.3 -3.8

844 3,703 COMB1 -11.0 -13.5 -0.3 -8.5 -8.9 1.0

844 3,704 COMB1 -10.7 -13.6 0.2 -8.7 -8.9 0.0

844 525 COMB1 -8.9 -10.3 0.1 -9.9 -12.1 0.3

844 520 COMB1 -9.1 -10.2 -0.2 -9.6 -12.0 1.1

845 520 COMB1 -9.4 -10.8 -0.4 -9.0 -10.0 1.1

845 525 COMB1 -8.7 -10.6 0.2 -9.8 -10.2 0.2

845 526 COMB1 -6.8 -8.1 0.1 -10.8 -12.6 0.2

845 521 COMB1 -7.6 -8.2 -0.3 -10.0 -12.4 0.9

846 521 COMB1 -8.1 -9.0 -0.4 -9.3 -10.4 0.8

846 526 COMB1 -6.6 -8.5 0.1 -10.7 -10.7 0.1

846 527 COMB1 -5.1 -6.6 0.1 -11.6 -12.5 0.1

846 522 COMB1 -6.5 -7.1 -0.3 -10.3 -12.2 0.7

847 522 COMB1 -7.0 -7.9 -0.4 -9.6 -10.5 0.5

847 527 COMB1 -4.9 -7.2 0.0 -11.7 -10.9 0.1

847 528 COMB1 -4.1 -5.9 0.1 -12.4 -12.1 -0.1

847 523 COMB1 -6.1 -6.7 -0.2 -10.4 -11.8 0.2

848 523 COMB1 -6.7 -7.5 -0.2 -9.7 -10.5 0.1

848 528 COMB1 -3.7 -6.5 0.0 -12.6 -10.9 0.0

848 529 COMB1 -3.8 -6.5 0.1 -13.0 -11.0 -0.2

848 524 COMB1 -6.6 -7.4 -0.1 -10.3 -10.7 0.0

849 3,369 COMB1 21.0 33.9 1.3 1.8 -59.0 -1.5

849 3,386 COMB1 21.0 34.2 -1.6 1.8 -59.4 1.6

849 530 COMB1 9.3 -4.5 0.3 7.6 -22.1 -0.5

849 515 COMB1 9.2 -4.7 -0.3 7.6 -21.7 0.1

850 515 COMB1 9.2 -4.6 0.4 7.9 -20.9 -1.0

850 530 COMB1 9.1 -4.6 -0.4 7.9 -21.1 0.6

850 531 COMB1 -2.9 -23.2 0.4 3.5 -5.8 -0.4

850 516 COMB1 -2.8 -23.2 -0.2 3.4 -5.6 -0.2

851 516 COMB1 -2.7 -22.3 0.1 3.8 -4.4 -0.5

851 531 COMB1 -2.8 -22.4 0.2 3.8 -4.4 0.0

851 532 COMB1 -10.3 -27.0 0.3 -2.3 -2.5 -0.1

851 517 COMB1 -10.2 -26.8 0.0 -2.3 -2.5 -0.2

852 517 COMB1 -10.0 -25.6 0.0 -2.1 -1.7 -0.1

852 532 COMB1 -10.1 -25.9 0.4 -2.1 -1.7 -0.2

852 533 COMB1 -12.8 -23.5 0.2 -6.3 -5.3 0.1

852 518 COMB1 -12.7 -23.3 0.2 -6.3 -5.4 0.0

853 518 COMB1 -12.5 -22.0 0.1 -6.2 -5.1 0.3

853 533 COMB1 -12.5 -22.3 0.5 -6.2 -5.0 -0.1

853 534 COMB1 -12.2 -17.8 0.1 -8.3 -9.7 0.3

853 519 COMB1 -12.2 -17.5 0.2 -8.3 -9.8 0.4

854 519 COMB1 -11.9 -16.2 0.1 -8.2 -9.5 0.9

854 534 COMB1 -12.0 -16.6 0.4 -8.2 -9.4 0.0

854 3,704 COMB1 -10.6 -12.3 -0.1 -9.5 -13.6 0.3

854 3,703 COMB1 -10.5 -12.0 0.0 -9.5 -13.7 0.8

858 3,797 COMB1 -7.2 -9.6 0.2 -9.7 -5.4 -0.5 42

858 3,798 COMB1 -5.9 -10.1 0.6 -11.0 -4.8 -0.6

858 539 COMB1 -4.6 -7.6 -0.2 -10.6 -6.8 0.2

858 514 COMB1 -5.8 -7.2 -0.3 -9.4 -7.4 -0.2

859 514 COMB1 -5.7 -6.3 -0.2 -9.6 -8.3 0.1

859 539 COMB1 -4.0 -5.4 -0.2 -11.2 -9.0 0.1

859 535 COMB1 -2.6 -5.3 0.3 -9.5 -8.5 -0.4

859 510 COMB1 -4.0 -6.2 0.2 -8.1 -7.8 -0.4

860 510 COMB1 -3.7 -5.6 0.4 -8.4 -8.4 -0.7

860 535 COMB1 -2.8 -5.6 0.1 -9.3 -8.6 -0.2

860 536 COMB1 -2.5 -6.3 0.0 -7.6 -7.5 0.0

860 511 COMB1 -3.4 -6.3 0.3 -6.6 -7.4 -0.5

861 511 COMB1 -3.7 -7.3 0.1 -6.5 -6.9 -0.3

861 536 COMB1 -2.7 -7.2 0.2 -7.5 -6.9 -0.2

861 537 COMB1 -1.5 -6.8 0.1 -6.2 -6.9 0.0

861 512 COMB1 -2.2 -6.8 -0.1 -5.4 -6.8 -0.2

862 512 COMB1 -2.1 -8.4 -0.1 -5.8 -6.2 -0.3

862 537 COMB1 -2.4 -8.4 0.2 -5.6 -6.6 0.0

862 538 COMB1 0.1 -5.7 0.2 -3.4 -8.3 0.1

862 513 COMB1 0.1 -5.7 0.3 -3.3 -8.0 -0.7

863 513 COMB1 0.1 -3.2 0.0 -3.5 -12.1 -1.0

863 538 COMB1 1.2 -3.1 0.2 -4.6 -12.5 0.2

863 1,854 COMB1 -3.4 -0.3 -0.3 -5.4 -16.5 0.5

863 1,853 COMB1 -3.8 -0.4 0.7 -4.9 -16.2 -1.5

864 3,386 COMB1 21.0 34.2 1.6 1.8 -59.4 -1.6

864 3,403 COMB1 21.0 33.9 -1.3 1.8 -59.0 1.5

864 540 COMB1 9.2 -4.7 0.3 7.6 -21.7 -0.1

864 530 COMB1 9.3 -4.5 -0.3 7.6 -22.1 0.5

865 530 COMB1 9.1 -4.6 0.4 7.9 -21.1 -0.6

865 540 COMB1 9.2 -4.6 -0.4 7.9 -20.9 1.0

865 541 COMB1 -2.8 -23.2 0.2 3.4 -5.6 0.2

865 531 COMB1 -2.9 -23.2 -0.4 3.5 -5.8 0.4

866 531 COMB1 -2.8 -22.4 -0.2 3.8 -4.4 0.0

866 541 COMB1 -2.7 -22.3 -0.1 3.8 -4.4 0.5

866 542 COMB1 -10.2 -26.8 0.0 -2.3 -2.5 0.2

866 532 COMB1 -10.3 -27.0 -0.3 -2.3 -2.5 0.1

867 532 COMB1 -10.1 -25.9 -0.4 -2.1 -1.7 0.2

867 542 COMB1 -10.0 -25.6 0.0 -2.1 -1.7 0.1

867 543 COMB1 -12.7 -23.3 -0.2 -6.3 -5.4 0.0

867 533 COMB1 -12.8 -23.5 -0.2 -6.3 -5.3 -0.1

868 533 COMB1 -12.5 -22.3 -0.5 -6.2 -5.0 0.1

868 543 COMB1 -12.5 -22.0 -0.1 -6.2 -5.1 -0.3

868 544 COMB1 -12.2 -17.5 -0.2 -8.3 -9.8 -0.4

868 534 COMB1 -12.2 -17.8 -0.1 -8.3 -9.7 -0.3

869 534 COMB1 -12.0 -16.6 -0.4 -8.2 -9.4 0.0

869 544 COMB1 -11.9 -16.2 -0.1 -8.2 -9.5 -0.9

869 3,705 COMB1 -10.5 -12.0 0.0 -9.5 -13.7 -0.8

869 3,704 COMB1 -10.6 -12.3 0.1 -9.5 -13.6 -0.3

870 3,704 COMB1 -10.7 -13.6 -0.2 -8.7 -8.9 0.0

870 3,705 COMB1 -11.0 -13.5 0.3 -8.5 -8.9 -1.0

870 545 COMB1 -9.1 -10.2 0.2 -9.6 -12.0 -1.1

870 525 COMB1 -8.9 -10.3 -0.1 -9.9 -12.1 -0.3

871 525 COMB1 -8.7 -10.6 -0.2 -9.8 -10.2 -0.2

871 545 COMB1 -9.4 -10.8 0.4 -9.0 -10.0 -1.1

871 546 COMB1 -7.6 -8.2 0.3 -10.0 -12.4 -0.9

871 526 COMB1 -6.8 -8.1 -0.1 -10.8 -12.6 -0.2

872 526 COMB1 -6.6 -8.5 -0.1 -10.7 -10.7 -0.1

872 546 COMB1 -8.1 -9.0 0.4 -9.3 -10.4 -0.8

872 547 COMB1 -6.5 -7.1 0.3 -10.3 -12.2 -0.7

872 527 COMB1 -5.1 -6.6 -0.1 -11.6 -12.5 -0.1

873 527 COMB1 -4.9 -7.2 0.0 -11.7 -10.9 -0.1 43

873 547 COMB1 -7.0 -7.9 0.4 -9.6 -10.5 -0.5

873 548 COMB1 -6.1 -6.7 0.2 -10.4 -11.8 -0.2

873 528 COMB1 -4.1 -5.9 -0.1 -12.4 -12.1 0.1

874 528 COMB1 -3.7 -6.5 0.0 -12.6 -10.9 0.0

874 548 COMB1 -6.7 -7.5 0.2 -9.7 -10.5 -0.1

874 549 COMB1 -6.6 -7.4 0.1 -10.3 -10.7 0.0

874 529 COMB1 -3.8 -6.5 -0.1 -13.0 -11.0 0.2

889 3,798 COMB1 -5.9 -10.1 -0.6 -11.0 -4.8 0.6

889 3,799 COMB1 -7.2 -9.6 -0.2 -9.7 -5.4 0.5

889 564 COMB1 -5.8 -7.2 0.3 -9.4 -7.4 0.2

889 539 COMB1 -4.6 -7.6 0.2 -10.6 -6.8 -0.2

890 539 COMB1 -4.0 -5.4 0.2 -11.2 -9.0 -0.1

890 564 COMB1 -5.7 -6.3 0.2 -9.6 -8.3 -0.1

890 560 COMB1 -4.0 -6.2 -0.2 -8.1 -7.8 0.4

890 535 COMB1 -2.6 -5.3 -0.3 -9.5 -8.5 0.4

891 535 COMB1 -2.8 -5.6 -0.1 -9.3 -8.6 0.2

891 560 COMB1 -3.7 -5.6 -0.4 -8.4 -8.4 0.7

891 561 COMB1 -3.4 -6.3 -0.3 -6.6 -7.4 0.5

891 536 COMB1 -2.5 -6.3 0.0 -7.6 -7.5 0.0

892 536 COMB1 -2.7 -7.2 -0.2 -7.5 -6.9 0.2

892 561 COMB1 -3.7 -7.3 -0.1 -6.5 -6.9 0.3

892 562 COMB1 -2.2 -6.8 0.1 -5.4 -6.8 0.2

892 537 COMB1 -1.5 -6.8 -0.1 -6.2 -6.9 0.0

893 537 COMB1 -2.4 -8.4 -0.2 -5.6 -6.6 0.0

893 562 COMB1 -2.1 -8.4 0.1 -5.8 -6.2 0.3

893 563 COMB1 0.1 -5.7 -0.3 -3.3 -8.0 0.7

893 538 COMB1 0.1 -5.7 -0.2 -3.4 -8.3 -0.1

894 538 COMB1 1.2 -3.1 -0.2 -4.6 -12.5 -0.2

894 563 COMB1 0.1 -3.2 0.0 -3.5 -12.1 1.0

894 1,855 COMB1 -3.8 -0.4 -0.7 -4.9 -16.2 1.5

894 1,854 COMB1 -3.4 -0.3 0.3 -5.4 -16.5 -0.5

44


6.5 APPENDIX 5: PENTHOUSE DESIGN

1. Dead loads (DL).

- Self load.

- Service platform (grating): 0.3 kN/m2

- Safety factor LF = 1.1

2. Live loads (LL).

- Live load on roof: 0.3 kN/m2 (LF = 1.3)

- Dust load on roof: 0.6 kN/m2 (LF = 1.3)

- Live load on service platform: 3.0 kN/m2 (LF = 1.2)

3. Wind loads (W)

- Wind loads is this site according to TCVN 2737:1995 are taken as

W = W0*k*c (daN/m2)

Where: W0 = 125 daN/m2, wind pressure zone IIIB;

k: height factor, Table 5, type A; k = 1.51

c: factor, Table 6, type 2

c = + 0.8 (infront wall)

c = - 0.6 (behind wall)

c = - 0.7 (infront half-roof)

c = - 0.5 (behind half-roof)


4. Crane loads (CR)

- Hoist capacity of crane of penthouse 1: 100 kN

- Hoist capacity of crane of penthouse 2: 25 kN

- Self weight of crane : 5 kN


5. Load combination

* DL + LL

* DL + LL + CR

* DL + Wx

* DL + Wy

45


* DL + 0.9 LL + 0.9 Wx

* DL + 0.9 LL + 0.9 Wy

* DL + 0.9 LL + 0.9 Wx + 0.9 CR

* DL + 0.9 LL + 0.9 Wy + 0.9 CR

6. Stress checking

Stress checking follow formulas (5.37) TCXDVN 338:2005 Steel structures design standard:

1min,min,

++

cnyy

y

cnxx

x

nc

cn fWcM

fWcM

fAN

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Table: Combination Definitions, Part 1 of 3

ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign

COMB1 Linear Add No Linear Static DEAD 1.000000 Yes COMB1 Linear Static LIVE 1.000000 COMB2 Linear Add No Linear Static DEAD 1.000000 Yes COMB2 Linear Static LIVE 1.000000 COMB2 Linear Static CRANE1 1.000000 COMB3 Linear Add No Linear Static DEAD 1.000000 Yes COMB3 Linear Static LIVE 1.000000 COMB3 Linear Static CRANE2 1.000000 COMB4 Linear Add No Linear Static DEAD 1.000000 Yes COMB4 Linear Static LIVE 1.000000 COMB4 Linear Static CRANE3 1.000000 COMB5 Linear Add No Linear Static DEAD 1.000000 Yes COMB5 Linear Static LIVE 1.000000 COMB5 Linear Static CRANE4 1.000000 COMB6 Linear Add No Linear Static DEAD 1.000000 Yes COMB6 Linear Static WINDX 1.000000 COMB7 Linear Add No Linear Static DEAD 1.000000 Yes COMB7 Linear Static WIND-X 1.000000 COMB8 Linear Add No Linear Static DEAD 1.000000 Yes COMB8 Linear Static WINDY 1.000000 COMB9 Linear Add No Linear Static DEAD 1.000000 Yes COMB9 Linear Static WIND-Y 1.000000 COMB10 Linear Add No Linear Static DEAD 1.000000 Yes COMB10 Linear Static WINDX 0.900000 COMB10 Linear Static CRANE1 0.900000 COMB11 Linear Add No Linear Static DEAD 1.000000 Yes

59

COMB11 Linear Static WINDX 0.900000 COMB11 Linear Static CRANE2 0.900000 COMB12 Linear Add No Linear Static DEAD 1.000000 Yes COMB12 Linear Static WINDX 0.900000 COMB12 Linear Static CRANE3 0.900000 COMB13 Linear Add No Linear Static DEAD 1.000000 Yes COMB13 Linear Static WINDX 0.900000 COMB13 Linear Static CRANE4 0.900000 COMB14 Linear Add No Linear Static DEAD 1.000000 Yes COMB14 Linear Static WIND-X 0.900000 COMB14 Linear Static CRANE1 0.900000 COMB15 Linear Add No Linear Static DEAD 1.000000 Yes COMB15 Linear Static WIND-X 0.900000 COMB15 Linear Static CRANE2 0.900000 COMB16 Linear Add No Linear Static DEAD 1.000000 Yes COMB16 Linear Static WIND-X 0.900000 COMB16 Linear Static CRANE3 0.900000 COMB17 Linear Add No Linear Static DEAD 1.000000 Yes COMB17 Linear Static WIND-X 0.900000 COMB17 Linear Static CRANE4 0.900000 COMB18 Linear Add No Linear Static DEAD 1.000000 Yes COMB18 Linear Static WINDY 0.900000 COMB18 Linear Static CRANE1 0.900000 COMB19 Linear Add No Linear Static DEAD 1.000000 Yes COMB19 Linear Static WINDY 0.900000 COMB19 Linear Static CRANE2 0.900000 COMB20 Linear Add No Linear Static DEAD 1.000000 Yes COMB20 Linear Static WINDY 0.900000 COMB20 Linear Static CRANE3 0.900000 COMB21 Linear Add No Linear Static DEAD 1.000000 Yes

60

COMB21 Linear Static WINDY 0.900000 COMB21 Linear Static CRANE4 0.900000 COMB22 Linear Add No Linear Static DEAD 1.000000 Yes COMB22 Linear Static WIND-Y 0.900000 COMB22 Linear Static CRANE1 0.900000 COMB23 Linear Add No Linear Static DEAD 1.000000 Yes COMB23 Linear Static WIND-Y 0.900000 COMB23 Linear Static CRANE2 0.900000 COMB24 Linear Add No Linear Static DEAD 1.000000 Yes COMB24 Linear Static WIND-Y 0.900000 COMB24 Linear Static CRANE3 0.900000 COMB25 Linear Add No Linear Static DEAD 1.000000 Yes COMB25 Linear Static WIND-Y 0.900000 COMB25 Linear Static CRANE4 0.900000 COMB26 Linear Add No Linear Static DEAD 1.000000 Yes COMB26 Linear Static LIVE 1.000000 COMB26 Linear Static CRANE5 1.000000 COMB27 Linear Add No Linear Static DEAD 1.000000 Yes COMB27 Linear Static WINDX 0.900000 COMB27 Linear Static CRANE5 0.900000 COMB28 Linear Add No Linear Static DEAD 1.000000 Yes COMB28 Linear Static WIND-X 0.900000 COMB28 Linear Static CRANE5 0.900000 COMB29 Linear Add No Linear Static DEAD 1.000000 Yes COMB29 Linear Static WINDY 0.900000 COMB29 Linear Static CRANE5 0.900000 COMB30 Linear Add No Linear Static DEAD 1.000000 Yes COMB30 Linear Static WIND-Y 0.900000 COMB30 Linear Static CRANE5 0.900000

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - X-Z Plane @ Y=4.73 - Tonf, m, C Units

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - Y-Z Plane @ X=0 - Tonf, m, C Units

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - Y-Z Plane @ X=6.75 - Tonf, m, C Units

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - 3-D View - Tonf, m, C Units

11/30/10 17:35:13

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - Axial Force Diagram (COMB31) - KN, m, C Units

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - X-Z Plane @ Y=0 - Tonf, m, C Units

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SAP2000 v14.1.0 - File:Penhouse-silo1-1 - 3-D View - Tonf, m, C Units

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Frame StationOutputCase Section P V2 V3 M2 M3 An cx cy nc c CheckingText cm Text Text kGf kGf kGf kGf-cm kGf-cm cm2 x-x y-y

Columns 0.711 0 COMB7 H250x250x9x14 -32,066 -1,742 53 8,075 -268,851 90.0 846.3 292 1.04 1.47 1.50 0.90 0.25 OK1 0 COMB14 H250x250x9x14 -31,552 -1,599 49 7,457 -247,242 90.0 846.3 292 1.04 1.47 1.50 0.90 0.24 OK1 0 COMB15 H250x250x9x14 -31,280 -1,590 45 6,818 -246,019 90.0 846.3 292 1.04 1.47 1.50 0.90 0.24 OK1 0 COMB16 H250x250x9x14 -30,932 -1,579 45 6,762 -244,158 90.0 846.3 292 1.04 1.47 1.50 0.90 0.23 OK1 0 COMB17 H250x250x9x14 -30,505 -1,574 48 7,338 -243,020 90.0 846.3 292 1.04 1.47 1.50 0.90 0.23 OK1 0 COMB28 H250x250x9x14 -30,235 -1,570 49 7,702 -242,300 90.0 846.3 292 1.04 1.47 1.50 0.90 0.23 OK1 0 COMB9 H250x250x9x14 -28,180 -50 -965 -104,254 -9,668 90.0 846.3 292 1.04 1.47 1.50 0.90 0.20 OK1 0 COMB22 H250x250x9x14 -28,054 -76 -867 -93,639 -13,977 90.0 846.3 292 1.04 1.47 1.50 0.90 0.19 OK1 0 COMB23 H250x250x9x14 -27,782 -67 -872 -94,278 -12,754 90.0 846.3 292 1.04 1.47 1.50 0.90 0.19 OK1 0 COMB24 H250x250x9x14 -27,434 -57 -871 -94,334 -10,893 90.0 846.3 292 1.04 1.47 1.50 0.90 0.19 OK2 0 COMB9 H250x250x9x14 -24,682 -30 -865 -48,751 -1,889 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK2 0 COMB22 H250x250x9x14 -24,554 -26 -781 -44,305 -686 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK2 0 COMB23 H250x250x9x14 -24,287 -27 -779 -43,802 -1,094 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK2 0 COMB24 H250x250x9x14 -23,944 -29 -779 -43,913 -1,640 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK2 0 COMB25 H250x250x9x14 -23,520 -29 -780 -44,019 -1,727 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK2 0 COMB30 H250x250x9x14 -23,252 -29 -780 -44,086 -1,781 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK2 336 COMB7 H250x250x9x14 -24,630 754 -39 6,004 -42,842 90.0 846.3 292 1.04 1.47 1.50 0.90 0.09 OK2 336 COMB14 H250x250x9x14 -24,142 680 -38 5,873 -38,004 90.0 846.3 292 1.04 1.47 1.50 0.90 0.08 OK2 336 COMB15 H250x250x9x14 -23,875 679 -36 5,765 -38,104 90.0 846.3 292 1.04 1.47 1.50 0.90 0.08 OK2 336 COMB16 H250x250x9x14 -23,532 677 -36 5,719 -38,024 90.0 846.3 292 1.04 1.47 1.50 0.90 0.08 OK3 0 COMB7 H250x250x9x14 -14,958 -736 38 4,467 -58,643 90.0 846.3 292 1.04 1.47 1.50 0.90 0.07 OK3 0 COMB9 H250x250x9x14 -13,302 43 -668 -34,313 4,286 90.0 846.3 292 1.04 1.47 1.50 0.90 0.07 OK3 0 COMB8 H250x250x9x14 -4,878 -27 887 45,921 -4,933 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB14 H250x250x9x14 -15,152 -665 35 4,152 -53,240 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB15 H250x250x9x14 -14,995 -663 35 3,930 -53,062 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB22 H250x250x9x14 -13,661 37 -600 -30,750 3,396 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB23 H250x250x9x14 -13,504 39 -601 -30,973 3,574 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB24 H250x250x9x14 -13,262 41 -602 -31,043 3,809 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB16 H250x250x9x14 -14,753 -661 34 3,860 -52,827 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK3 0 COMB25 H250x250x9x14 -12,980 41 -601 -30,890 3,848 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK4 0 COMB9 H250x250x9x14 -10,312 -35 -686 -31,947 -3,961 90.0 846.3 292 1.04 1.47 1.50 0.90 0.06 OK4 0 COMB22 H250x250x9x14 -10,665 -64 -619 -29,011 -5,826 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB23 H250x250x9x14 -10,515 -48 -628 -29,432 -4,719 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB24 H250x250x9x14 -10,276 -37 -620 -29,075 -4,271 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB25 H250x250x9x14 -9,995 -35 -619 -28,849 -4,131 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB30 H250x250x9x14 -9,817 -35 -618 -28,705 -4,042 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB8 H250x250x9x14 -1,967 -33 843 36,626 -3,428 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB18 H250x250x9x14 -3,154 -63 757 32,705 -5,346 90.0 846.3 292 1.04 1.47 1.50 0.90 0.05 OK4 0 COMB19 H250x250x9x14 -3,004 -46 748 32,284 -4,239 90.0 846.3 292 1.04 1.47 1.50 0.90 0.04 OK4 0 COMB20 H250x250x9x14 -2,765 -35 757 32,641 -3,792 90.0 846.3 292 1.04 1.47 1.50 0.90 0.04 OK5 263 COMB15 H250x250x9x14 -1,980 843 278 -60,160 -108,262 90.0 846.3 292 1.04 1.47 1.50 0.90 0.14 OK5 263 COMB14 H250x250x9x14 -2,114 913 225 -48,859 -125,320 90.0 846.3 292 1.04 1.47 1.50 0.90 0.14 OK5 263 COMB6 H250x250x9x14 1,011 -1,026 -259 54,036 108,971 90.0 846.3 292 1.04 1.47 1.50 0.90 0.13 OK5 263 COMB7 H250x250x9x14 -1,884 862 253 -54,897 -102,606 90.0 846.3 292 1.04 1.47 1.50 0.90 0.13 OK5 263 COMB27 H250x250x9x14 776 -932 -238 49,700 100,321 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK5 263 COMB13 H250x250x9x14 781 -930 -234 48,697 99,838 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK5 263 COMB16 H250x250x9x14 -1,818 772 235 -50,926 -91,343 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK5 263 COMB12 H250x250x9x14 787 -927 -226 47,115 99,076 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK5 263 COMB17 H250x250x9x14 -1,825 769 227 -49,343 -90,581 90.0 846.3 292 1.04 1.47 1.50 0.90 0.12 OK5 263 COMB28 H250x250x9x14 -1,829 767 222 -48,340 -90,098 90.0 846.3 292 1.04 1.47 1.50 0.90 0.11 OK7 0 COMB6 H400x200x8x13a -15,825 6,358 -62 -13,459 1,777,027 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.57 OK7 0 COMB27 H400x200x8x13a -15,471 5,791 -52 -11,075 1,629,372 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.52 OK7 0 COMB15 H400x200x8x13a -17,614 -5,119 70 13,641 -1,608,222 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.52 OK7 0 COMB7 H400x200x8x13a -14,861 -5,248 82 16,140 -1,589,299 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.51 OK7 0 COMB13 H400x200x8x13a -16,216 5,661 -55 -11,911 1,571,260 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.50 OK7 0 COMB10 H400x200x8x13a -16,444 5,629 -54 -11,834 1,556,980 159.9 1642.6 940 1.04 1.47 1.50 0.90 0.50 OK7 0 COMB16 H400x200x8x13a -16,523 -4,989 70 13,408 -1,550,189 159.9 1642.6 940 1.04 1.47 1.50 0.

Documents

TECHNICAL DESIGN-Calculation Report-clinker Silo