Structure Calculation Warehouse 19 Mei'14

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Calculation Of Steel Structure For Warehouse 1 of 28

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AdministratorTypewritten TextCALCULATION WAREHOUSE BUILDING STEEL STRUCTURE

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REVISION CONTROL SHEET

REV. NO DATE DESCRIPTION ORIGINATOR

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CONTENTS

REVISION CONTROL SHEET ................................................................................................................................... 2

1. General ............................................................................................................................................................. 4

1.1. STANDARDS & REFERENCES ................................................................................................................ 4

1.2 Structural System........................................................................................................................................... 5

1.3 Unit System ..................................................................................................................................................... 5

1.4. Computer Program ........................................................................................................................................ 5

1.5. Material ......................................................................................................................................................... 5

2. Structure Calculation .............................................................................................................................................. 6

2.1 sketch Arrangements ....................................................................................................................................... 6

2.2 Computer Model and Analysis .......................................................................................................................... 8

2.3. Design Load ............................................................................................................................................. 9

2.4. Loading Combination ................................................................................................................................... 16

3. Summary Design And Analysis ............................................................................................................................ 17

3.1 Steel Stress Ratio ......................................................................................................................................... 17

4. SUPPORT REACTION .................................................................................................................................... 28

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CALCULATION WAREHOUSE BUILDING

1. GENERAL

1.1. STANDARDS & REFERENCES

The requirements shall be carried out in accordance with the latest editions of the following American, Japanese and Indonesian standards & codes. A. Standar Nasional Indonesia (Indonesian Standards)

SNI -03-1726-2002 Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung SNI -03-1727-1989 Pedoman Perencanaan Pembebanan untuk Rumah dan Gedung

SNI-03-1729-2002 Tata Cara Perencanaan Struktur Baja untuk Gedung B. AISC 325, 2005 American Institute of Steel Construction 13th edition C. American Society for Testing and Materials

ASTM A36 - 2005 Carbon Structural Steel

ASTM A307 - 2004 Carbon Steel Bolt and stud, 60,000 psi Tensile Strength

ASTM A325M 2004 Structural Bolt, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength [Metric]

D. Japanese Industrial Standard

JIS G 3101, 2004 Structural Steel JIS B 1180, 2004 Ordinary Structural Bolt

JIS B 1186, 1995 High Strength Bolt E. ANSI/ ASCE 7- 2005 American Society of Civil Engineers Minimum Design Loads for Buildings

and Other Structure F. UBC 1997 (Uniform Building Code) G. AWS.D.1.1, 2006, Structural Welding Code

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1.2 Structural System

Structure consist of steel structure

Structure shall be analysed by 3D model with STAADPRO.

1.3 Unit System Metric System unit shall be adopted in analysis as follows: Length : Meter, Centi meter, and mili meter Force/moment : Ton-m, KN-m or Kgf-cm Masses : Kg Stress : Kg/cm2 or MPa Angle : Degree

1.4. Computer Program

Computer software which used in analysis and calculation:

MS-Excel

MS-Word

Staad Pro ver. 2007 Prokon

1.5. Material

Structural Steel

Structural steel shall conform to ASTM A 36 or SNI-03-1729-2002 or JIS G 3101-SS400 or equivalent. Minimum yield strength is 2400 kg/cm2.

Bolt Connection for Structural Steel

Connection bolts for main framing members shall be high strength bolt conforming to ASTM A 325 or A 490 or equivalent. Connection bolts for secondary member (joist, purlin, girt, etc.) shall be ordinary structural bolt (hexagon bolt type) conforming to ASTM A 307 Grade B or JIS B 1180 or equivalent.

Anchor Bolt

Material of anchor bolt shall conform to ASTM A36 o r equivalent.

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2. STRUCTURE CALCULATION

2.1 sketch Arrangements

VIEW 3D BUILDING

Kolom WF500.200.10.16

Bracing : 2L70x70.6

Rafter : WF450.200.9.14

Lintasan Craen & support craen : WF400.200.8.13

Ikatan Angin : Round Bar Dia.19

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VIEW 3D TRUSS

Truss Atas & Bawah : 2L50.50.5

Truss diagonal & vertical : L50.50.5

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2.2 Computer Model and Analysis

The structure is modeled in 3 dimensional space frame with boundary condition is applied at the support of the structure as Pin Support. Modeling comprising the following item Input material Specification Input structural members for Steel beam, Column 3D modeling of structure according to the geometry designed and elevation Input load and load combination.

3D Model

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2.3. Design Load 2.3.1 Seismic Load 2.3.1.1 Seismic Load in - X Direction (EQX) Seismic Load in X direction is automatically generated from Spectrum Response Per UBC 1997 with such modification to accommodate SNI 1727 2002. Input Seismic Load in Staad program comprising the following item. - Seismic Coefficient = 0.075 (Zone 1 As per SNI 1726 2002) - Importance Factor = 1 - R = 5.6 (Brace Frame) - Soil Type (STAAD Value) = 3 = soft soil (Sd per UBC 1997)

Earthquake Load (X-direction automatically generated by Program)

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2.3.1.2 Seismic Load Y Direction (VZ) - Seismic Coefficient = 0.075 (Zone 1 As per SNI 1726 2002) - Importance Factor = 1 - R = 5.6 (Brace Frame) - Soil Type (STAAD Value) = 3 = soft soil (Sd per UBC 1997)

Earthquake Load (Z-direction automatically generated by Program)

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2.3.2. Dead Load 2.3.2.1 Structure Self Weight Load (SW) Dead Load Self Weight of structure is automatically calculated by Program with assigning weight per unit volume of Steel = 7850 kg/m^3

2.3.3 Roof Load

LOAD DESIGN FOR ROOF

1.1 Design Condition

Rafter spacing, s = 6 m

Angle

= 17 0

Length 1/2 Span gable = 10.45 m

Lipped Channel spacing = 1.2 m

Weight roof cover = 10 kg/m2

Weight insulation = 3 kg/m2

Weight Lipped Channel C150. = 8.61 kg/m

Wind Pressure = 40 kg/m2

1.2 Design Load

1.Dead Load

1.1 Dead Load

- Selfweight = Automatic by Staad

1.2 Cover

- Roof Cover = 6.5 kg/m2

- Roof insulation = 3 kg/m2 +

q = 9.5 kg/m2

q x L = 57 kg/m

Selfweight Roof Cover = 57 kg/m

Seftweight Sagrod etc 15% = 8.55 kg/m +

qr = 66 kg/m

Cover Load for 1/2 Span Gable

qr1 = 66 kg/m

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qr2 = 33 kg/m

1.3 Lipped Chanel

-Number of = 10

- Weight

= 8.61 kg/m

- Length purlin = 6 m

Lip Channel Load for 1/2 Span Gable

qc1 = 49.44 kg/m

qr2 = 24.72 kg/m

Total Dead Load

qtotal 1 = 115.44

qtotal 2 = 57.72

2. Live Load

Live Load for roof ,P = 100 kg

Total live load = 96 kg/m

Rain load

= 20 kg/m2

Tatal Rain Load = 120 kg/m

3.Wind Load

3

Wind coef

Roof

c front = -0.06

c back = -0.40

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Column

c front = 0.9

c back = -0.40

3.1 WIND LEFT

a. ROOF

(+)

qw1 = 40 x -0.06 x 6 = -14.4 kg/m

qw2 =

= -7.2 kg/m

(-)

qw1 = 40 x -0.4 x 6 = -96 kg/m

qw2 =

= -48 kg/m

b. COLUMN

(+)

qw1 = 40 x 0.9 x 6 = 216 kg/m

qw2 =

= 108 kg/m

(-)

qw1 = 40 x -0.4 x 6 = -96 kg/m

qw2 =

= -48 kg/m

3.2 WIND RIGHT ( at different side )

a. ROOF

(+)

qw1 = 40 x -0.06 x 6 = -14.4 kg/m

qw2 =

-7.2 kg/m

(-)

qw1 = 40 x -0.4 x 6 = -96 kg/m

qw2 =

-48 kg/m

b. COLUMN

(+)

qw1 = 40 x 0.9 x 6 = 216 kg/m

qw2 =

108 kg/m

(-)

qw1 = 40 x -0.4 x 6 = -96 kg/m

qw2 =

-48 kg/m

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4. CRAEN LOAD

Vertical Load = 11 ton + (11 ton x 10%) = 12.1 ton 6.05

Horisontal Pararel = 11 ton x 10% = 1.1 ton 0.55

Horisontal Orthogonal =

2.2 ton 1.1

DEAD LOAD ROOF

Impact load means forces caused by a moving object such as crane, hoist and elevator. The load shall be taken accordance with AISC Chapter A as follows : a) Vertically : 10% of the maximum crane wheel load b) Horizontally, parallel with rail direction : 10% of the maximum crane wheel load c) Horizontally, orthogonal with girder direction : 20% of the sum of weigths of the lifted load and of

the crane trolley

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LIVE LOAD ROOF

CRAEN LOAD ROOF

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WIND LOAD

2.4. Loading Combination

All Steel structures is designed for the following loading combination whichever produces greater stresses. Note

D = Dead Load EQL = Equipment at Operational LL = Live Load V = Earth quake Load W = Wind Load

Loading Condition

Combination of Load Stress Increasing Factor

Erection D + E(E) D + E(E) + W

1.00 1.33

Normal Operation

D + EQL + LL D + EQL +LL + W D + EQL + (Vx + Vy ) D + EQL + LL + (Vy + Vx )

1.00 1.33 1.33 1.33

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3. SUMMARY DESIGN AND ANALYSIS

3.1 Steel Stress Ratio

3.D view off steel Stress ratio

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BEAM DESIGN PROPERTY RATIO CLAUSE L/C Ax (cm2) Iz (cm4) Iy (cm4) Ix (cm4)

1 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

2 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

3 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

4 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

5 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

6 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

7 H500X200X10 0.465 AISC- H1-3 12 112.2 46800.01 2140 70.2

8 H500X200X10 0.527 AISC- H1-3 12 112.2 46800.01 2140 70.2

9 H500X200X10 0.465 AISC- H1-3 12 112.2 46800.01 2140 70.2

10 H500X200X10 0.532 AISC- H1-3 12 112.2 46800.01 2140 70.2

11 H500X200X10 0.452 AISC- H1-3 12 112.2 46800.01 2140 70.2

12 H500X200X10 0.5 AISC- H1-3 12 112.2 46800.01 2140 70.2

13 L70X70X6LD 0.247 AISC- H2-1 12 16.254 75.62 140.671 1.95

14 L70X70X6LD 0.592 AISC- H1-1 12 16.254 75.62 140.671 1.95

15 L70X70X6LD 0.226 AISC- H2-1 12 16.254 75.62 140.671 1.95

16 L70X70X6LD 0.607 AISC- H1-1 12 16.254 75.62 140.671 1.95

17 L70X70X6LD 0.214 AISC- H2-1 12 16.254 75.62 140.671 1.95

18 L70X70X6LD 0.58 AISC- H1-1 12 16.254 75.62 140.671 1.95

19 H500X200X10 0.57 AISC- H1-3 9 112.2 46800.01 2140 70.2

20 H500X200X10 0.576 AISC- H1-3 9 112.2 46800.01 2140 70.2

21 H500X200X10 0.569 AISC- H1-3 9 112.2 46800.01 2140 70.2

22 H500X200X10 0.59 AISC- H1-3 9 112.2 46800.01 2140 70.2

23 H500X200X10 0.557 AISC- H1-3 9 112.2 46800.01 2140 70.2

24 H500X200X10 0.586 AISC- H1-3 9 112.2 46800.01 2140 70.2

25 L70X70X6LD 0.279 AISC- H1-1 12 16.254 75.62 140.671 1.95

26 L70X70X6LD 0.11 AISC- H2-1 12 16.254 75.62 140.671 1.95

27 L70X70X6LD 0.278 AISC- H1-1 12 16.254 75.62 140.671 1.95

28 L70X70X6LD 0.098 AISC- H2-1 12 16.254 75.62 140.671 1.95

29 L70X70X6LD 0.272 AISC- H1-1 12 16.254 75.62 140.671 1.95

30 L70X70X6LD 0.108 AISC- H2-1 12 16.254 75.62 140.671 1.95

31 H500X200X10 0.551 AISC- H1-3 9 112.2 46800.01 2140 70.2

32 H500X200X10 0.527 AISC- H1-3 9 112.2 46800.01 2140 70.2

33 H500X200X10 0.549 AISC- H1-3 9 112.2 46800.01 2140 70.2

34 H500X200X10 0.54 AISC- H1-3 9 112.2 46800.01 2140 70.2

35 H500X200X10 0.511 AISC- H1-3 9 112.2 46800.01 2140 70.2

36 H500X200X10 0.538 AISC- H1-3 9 112.2 46800.01 2140 70.2

37 H500X200X10 0.538 AISC- H1-3 9 112.2 46800.01 2140 70.2

38 H500X200X10 0.553 AISC- H1-3 9 112.2 46800.01 2140 70.2

39 H500X200X10 0.582 AISC- H1-3 9 112.2 46800.01 2140 70.2

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40 H500X200X10 0.571 AISC- H1-3 9 112.2 46800.01 2140 70.2

41 H500X200X10 0.558 AISC- H1-3 9 112.2 46800.01 2140 70.2

42 H500X200X10 0.573 AISC- H1-3 9 112.2 46800.01 2140 70.2

43 L50X50X5LD 0.109 AISC- H2-1 2 9.604 22.503 43.219 0.8

44 L50X50X5LD 0.044 AISC- H2-1 2 9.604 22.503 43.219 0.8

45 L50X50X5LD 0.03 AISC- H1-3 5 9.604 22.503 43.219 0.8

46 L50X50X5LD 0.031 AISC- H1-3 5 9.604 22.503 43.219 0.8

47 L50X50X5LD 0.051 AISC- H1-3 8 9.604 22.503 43.219 0.8

48 L50X50X5LD 0.144 AISC- H1-3 12 9.604 22.503 43.219 0.8

49 L50X50X5LD 0.188 AISC- H2-1 12 9.604 22.503 43.219 0.8

50 L50X50X5LD 0.077 AISC- H2-1 8 9.604 22.503 43.219 0.8

51 L50X50X5LD 0.058 AISC- H1-3 8 9.604 22.503 43.219 0.8

52 L50X50X5LD 0.05 AISC- H1-3 5 9.604 22.503 43.219 0.8

53 L50X50X5LD 0.093 AISC- H1-3 5 9.604 22.503 43.219 0.8

54 L50X50X5LD 0.177 AISC- H1-3 12 9.604 22.503 43.219 0.8

55 L50X50X5LD 0.081 AISC- H1-3 8 9.604 22.503 43.219 0.8

56 L50X50X5LD 0.07 AISC- H1-3 8 9.604 22.503 43.219 0.8

57 L50X50X5LD 0.086 AISC- H1-3 8 9.604 22.503 43.219 0.8

58 L50X50X5LD 0.08 AISC- H1-3 8 9.604 22.503 43.219 0.8

59 L50X50X5LD 0.101 AISC- H1-3 8 9.604 22.503 43.219 0.8

60 L50X50X5LD 0.193 AISC- H1-3 12 9.604 22.503 43.219 0.8

61 L50X50X5LD 0.176 AISC- H2-1 12 9.604 22.503 43.219 0.8

62 L50X50X5LD 0.063 AISC- H2-1 8 9.604 22.503 43.219 0.8

63 L50X50X5LD 0.046 AISC- H1-3 5 9.604 22.503 43.219 0.8

64 L50X50X5LD 0.046 AISC- H1-3 8 9.604 22.503 43.219 0.8

65 L50X50X5LD 0.093 AISC- H1-3 8 9.604 22.503 43.219 0.8

66 L50X50X5LD 0.186 AISC- H1-3 12 9.604 22.503 43.219 0.8

67 L50X50X5LD 0.154 AISC- H2-1 12 9.604 22.503 43.219 0.8

68 L50X50X5LD 0.043 AISC- H1-3 8 9.604 22.503 43.219 0.8

69 L50X50X5LD 0.082 AISC- H1-3 5 9.604 22.503 43.219 0.8

70 L50X50X5LD 0.082 AISC- H1-3 5 9.604 22.503 43.219 0.8

71 L50X50X5LD 0.136 AISC- H1-3 12 9.604 22.503 43.219 0.8

72 L50X50X5LD 0.275 AISC- H1-3 12 9.604 22.503 43.219 0.8

73 H500X200X10 0.472 AISC- H2-1 6 112.2 46800.01 2140 70.2

74 L50X50X5 0.055 AISC- H2-1 12 4.802 4.574 17.929 0.4

75 L50X50X5 0.024 AISC- H2-1 12 4.802 4.574 17.929 0.4

76 L50X50X5 0.09 AISC- H1-3 12 4.802 4.574 17.929 0.4

77 L50X50X5 0.012 AISC- H2-1 12 4.802 4.574 17.929 0.4

78 L50X50X5 0.036 AISC- H2-1 12 4.802 4.574 17.929 0.4

79 L50X50X5 0.013 AISC- H2-1 12 4.802 4.574 17.929 0.4

80 L50X50X5 0.086 AISC- H1-3 12 4.802 4.574 17.929 0.4

81 L50X50X5 0.013 AISC- H2-1 12 4.802 4.574 17.929 0.4

82 L50X50X5 0.036 AISC- H2-1 12 4.802 4.574 17.929 0.4

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83 L50X50X5 0.029 AISC- H1-3 12 4.802 4.574 17.929 0.4

84 L50X50X5 0.128 AISC- H1-3 12 4.802 4.574 17.929 0.4

85 H500X200X10 0.497 AISC- H1-3 9 112.2 46800.01 2140 70.2

86 L50X50X5 0.052 AISC- H2-1 12 4.802 4.574 17.929 0.4

87 L50X50X5 0.037 AISC- H2-1 12 4.802 4.574 17.929 0.4

88 L50X50X5 0.075 AISC- H1-3 12 4.802 4.574 17.929 0.4

89 L50X50X5 0.021 AISC- H2-1 12 4.802 4.574 17.929 0.4

90 L50X50X5 0.028 AISC- H2-1 12 4.802 4.574 17.929 0.4

91 L50X50X5 0.011 AISC- H2-1 12 4.802 4.574 17.929 0.4

92 L50X50X5 0.078 AISC- H1-3 12 4.802 4.574 17.929 0.4

93 L50X50X5 0.021 AISC- H2-1 12 4.802 4.574 17.929 0.4

94 L50X50X5 0.028 AISC- H2-1 12 4.802 4.574 17.929 0.4

95 L50X50X5 0.038 AISC- H1-3 12 4.802 4.574 17.929 0.4

96 L50X50X5 0.104 AISC- H1-3 12 4.802 4.574 17.929 0.4

97 H500X200X10 0.483 AISC- H1-3 9 112.2 46800.01 2140 70.2

98 L50X50X5 0.082 AISC- H2-1 5 4.802 4.574 17.929 0.4

99 L50X50X5 0.022 AISC- H2-1 12 4.802 4.574 17.929 0.4

100 L50X50X5 0.067 AISC- H1-3 12 4.802 4.574 17.929 0.4

101 L50X50X5 0.012 AISC- H2-1 12 4.802 4.574 17.929 0.4

102 L50X50X5 0.028 AISC- H2-1 12 4.802 4.574 17.929 0.4

103 L50X50X5 0.015 AISC- H2-1 12 4.802 4.574 17.929 0.4

104 L50X50X5 0.069 AISC- H1-3 12 4.802 4.574 17.929 0.4

105 L50X50X5 0.013 AISC- H2-1 12 4.802 4.574 17.929 0.4

106 L50X50X5 0.029 AISC- H2-1 12 4.802 4.574 17.929 0.4

107 L50X50X5 0.03 AISC- H1-3 12 4.802 4.574 17.929 0.4

108 L50X50X5 0.136 AISC- H1-3 12 4.802 4.574 17.929 0.4

109 H500X200X10 0.567 AISC- H1-3 9 112.2 46800.01 2140 70.2

110 L50X50X5 0.072 AISC- H2-1 9 4.802 4.574 17.929 0.4

111 L50X50X5 0.037 AISC- H2-1 8 4.802 4.574 17.929 0.4

112 L50X50X5 0.083 AISC- H1-3 12 4.802 4.574 17.929 0.4

113 L50X50X5 0.019 AISC- H2-1 8 4.802 4.574 17.929 0.4

114 L50X50X5 0.034 AISC- H2-1 12 4.802 4.574 17.929 0.4

115 L50X50X5 0.012 AISC- H2-1 12 4.802 4.574 17.929 0.4

116 L50X50X5 0.089 AISC- H1-3 12 4.802 4.574 17.929 0.4

117 L50X50X5 0.02 AISC- H2-1 8 4.802 4.574 17.929 0.4

118 L50X50X5 0.034 AISC- H2-1 12 4.802 4.574 17.929 0.4

119 L50X50X5 0.036 AISC- H1-3 8 4.802 4.574 17.929 0.4

120 L50X50X5 0.101 AISC- H1-3 12 4.802 4.574 17.929 0.4

121 H500X200X10 0.514 AISC- H1-3 9 112.2 46800.01 2140 70.2

122 L50X50X5 0.089 AISC- H2-1 12 4.802 4.574 17.929 0.4

123 L50X50X5 0.039 AISC- H2-1 12 4.802 4.574 17.929 0.4

124 L50X50X5 0.149 AISC- H1-3 12 4.802 4.574 17.929 0.4

125 L50X50X5 0.023 AISC- H2-1 12 4.802 4.574 17.929 0.4

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126 L50X50X5 0.061 AISC- H2-1 12 4.802 4.574 17.929 0.4

127 L50X50X5 0.023 AISC- H2-1 12 4.802 4.574 17.929 0.4

128 L50X50X5 0.147 AISC- H1-3 12 4.802 4.574 17.929 0.4

129 L50X50X5 0.022 AISC- H2-1 12 4.802 4.574 17.929 0.4

130 L50X50X5 0.061 AISC- H2-1 12 4.802 4.574 17.929 0.4

131 L50X50X5 0.047 AISC- H1-3 12 4.802 4.574 17.929 0.4

132 L50X50X5 0.209 AISC- H1-3 12 4.802 4.574 17.929 0.4

133 H500X200X10 0.569 AISC- H1-3 9 112.2 46800.01 2140 70.2

134 L50X50X5LD 0.087 AISC- H1-3 12 9.604 22.503 43.219 0.8

135 L50X50X5LD 0.054 AISC- H1-3 12 9.604 22.503 43.219 0.8

136 L50X50X5LD 0.055 AISC- H1-3 12 9.604 22.503 43.219 0.8

137 L50X50X5LD 0.026 AISC- H1-3 8 9.604 22.503 43.219 0.8

138 L50X50X5LD 0.03 AISC- H1-3 8 9.604 22.503 43.219 0.8

139 L50X50X5LD 0.057 AISC- H2-1 12 9.604 22.503 43.219 0.8

140 L50X50X5LD 0.215 AISC- H1-3 8 9.604 22.503 43.219 0.8

141 L50X50X5LD 0.148 AISC- H1-3 8 9.604 22.503 43.219 0.8

142 L50X50X5LD 0.094 AISC- H1-3 8 9.604 22.503 43.219 0.8

143 L50X50X5LD 0.067 AISC- H1-3 5 9.604 22.503 43.219 0.8

144 L50X50X5LD 0.13 AISC- H1-3 8 9.604 22.503 43.219 0.8

145 L50X50X5LD 0.154 AISC- H1-3 8 9.604 22.503 43.219 0.8

146 L50X50X5LD 0.087 AISC- H1-3 12 9.604 22.503 43.219 0.8

147 L50X50X5LD 0.045 AISC- H1-3 8 9.604 22.503 43.219 0.8

148 L50X50X5LD 0.057 AISC- H1-3 5 9.604 22.503 43.219 0.8

149 L50X50X5LD 0.036 AISC- H1-3 5 9.604 22.503 43.219 0.8

150 L50X50X5LD 0.045 AISC- H1-3 8 9.604 22.503 43.219 0.8

151 L50X50X5LD 0.068 AISC- H2-1 12 9.604 22.503 43.219 0.8

152 L50X50X5LD 0.229 AISC- H1-3 8 9.604 22.503 43.219 0.8

153 L50X50X5LD 0.144 AISC- H1-3 8 9.604 22.503 43.219 0.8

154 L50X50X5LD 0.093 AISC- H1-3 5 9.604 22.503 43.219 0.8

155 L50X50X5LD 0.076 AISC- H1-3 8 9.604 22.503 43.219 0.8

156 L50X50X5LD 0.143 AISC- H1-3 8 9.604 22.503 43.219 0.8

157 L50X50X5LD 0.168 AISC- H1-3 8 9.604 22.503 43.219 0.8

158 L50X50X5LD 0.092 AISC- H1-3 12 9.604 22.503 43.219 0.8

159 L50X50X5LD 0.029 AISC- H1-3 12 9.604 22.503 43.219 0.8

160 L50X50X5LD 0.041 AISC- H1-3 8 9.604 22.503 43.219 0.8

161 L50X50X5LD 0.044 AISC- H2-1 12 9.604 22.503 43.219 0.8

162 L50X50X5LD 0.052 AISC- H2-1 12 9.604 22.503 43.219 0.8

163 L50X50X5LD 0.114 AISC- H2-1 12 9.604 22.503 43.219 0.8

164 H400X200X8 0.183 AISC- H2-1 5 83.37 23500 1740 35.7

165 H400X200X8 0.286 AISC- H2-1 8 83.37 23500 1740 35.7

166 H400X200X8 0.235 AISC- H2-1 8 83.37 23500 1740 35.7

167 H400X200X8 0.233 AISC- H2-1 8 83.37 23500 1740 35.7

168 H400X200X8 0.289 AISC- H2-1 8 83.37 23500 1740 35.7

. Steel Structure


169 H400X200X8 0.089 AISC- H2-1 8 83.37 23500 1740 35.7

170 Taper 0.599 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

171 Taper 0.599 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

172 Taper 0.598 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

173 Taper 0.599 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

174 Taper 0.598 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

175 Taper 0.596 AISC- H2-1 6 4142.914 3.69E+09 1.14E+08 1.20E+08

176 H400X200X8 0.869 AISC- H2-1 8 83.37 23500 1740 35.7

177 H400X200X8 0.968 AISC- H2-1 8 83.37 23500 1740 35.7

178 H400X200X8 0.743 AISC- H2-1 8 83.37 23500 1740 35.7

179 H400X200X8 0.881 AISC- H2-1 8 83.37 23500 1740 35.7

180 H400X200X8 0.981 AISC- H2-1 8 83.37 23500 1740 35.7

181 RD19 2.84 0.64 0.64 1.28

182 RD19 2.84 0.64 0.64 1.28

183 RD19 2.84 0.64 0.64 1.28

184 RD19 2.84 0.64 0.64 1.28

185 RD19 2.84 0.64 0.64 1.28

186 RD19 2.84 0.64 0.64 1.28

187 H450X200X9 0.69 AISC- H2-1 6 95.43 32900.01 1870 46.8

188 H450X200X9 0.69 AISC- H2-1 6 95.43 32900.01 1870 46.8

189 H450X200X9 0.691 AISC- H1-3 9 95.43 32900.01 1870 46.8

190 H450X200X9 0.691 AISC- H1-3 9 95.43 32900.01 1870 46.8

191 H450X200X9 0.688 AISC- H2-1 6 95.43 32900.01 1870 46.8

192 H450X200X9 0.686 AISC- H2-1 6 95.43 32900.01 1870 46.8

193 H450X200X9 0.643 AISC- H1-3 9 95.43 32900.01 1870 46.8

194 RD19 2.84 0.64 0.64 1.28

195 RD19 2.84 0.64 0.64 1.28

196 H450X200X9 0.677 AISC- H1-3 9 95.43 32900.01 1870 46.8

197 H450X200X9 0.706 AISC- H1-3 9 95.43 32900.01 1870 46.8

198 RD19 2.84 0.64 0.64 1.28

199 RD19 2.84 0.64 0.64 1.28

200 H450X200X9 0.706 AISC- H1-3 9 95.43 32900.01 1870 46.8

201 H450X200X9 0.674 AISC- H1-3 9 95.43 32900.01 1870 46.8

202 RD19 2.84 0.64 0.64 1.28

203 RD19 2.84 0.64 0.64 1.28

204 H450X200X9 0.644 AISC- H1-3 9 95.43 32900.01 1870 46.8

205 H450X200X9 0.517 AISC- H1-3 6 95.43 32900.01 1870 46.8

206 RD19 2.84 0.64 0.64 1.28

207 RD19 2.84 0.64 0.64 1.28

208 H450X200X9 0.517 AISC- H1-3 6 95.43 32900.01 1870 46.8

209 H450X200X9 0.516 AISC- H1-3 6 95.43 32900.01 1870 46.8

210 RD19 2.84 0.64 0.64 1.28

211 RD19 2.84 0.64 0.64 1.28

. Steel Structure


212 H450X200X9 0.517 AISC- H1-3 6 95.43 32900.01 1870 46.8

213 H450X200X9 0.517 AISC- H1-3 6 95.43 32900.01 1870 46.8

214 RD19 2.84 0.64 0.64 1.28

215 RD19 2.84 0.64 0.64 1.28

216 H450X200X9 0.515 AISC- H1-3 6 95.43 32900.01 1870 46.8

217 H450X200X9 0.544 AISC- H1-3 9 95.43 32900.01 1870 46.8

218 H450X200X9 0.544 AISC- H1-3 9 95.43 32900.01 1870 46.8

219 H450X200X9 0.978 AISC- H1-3 9 95.43 32900.01 1870 46.8

220 H450X200X9 0.973 AISC- H1-3 9 95.43 32900.01 1870 46.8

221 H450X200X9 0.967 AISC- H1-3 9 95.43 32900.01 1870 46.8

222 H450X200X9 0.976 AISC- H1-3 9 95.43 32900.01 1870 46.8

223 RD19 2.84 0.64 0.64 1.28

224 RD19 2.84 0.64 0.64 1.28

225 RD19 2.84 0.64 0.64 1.28

226 RD19 2.84 0.64 0.64 1.28

227 RD19 2.84 0.64 0.64 1.28

228 RD19 2.84 0.64 0.64 1.28

229 H450X200X9 0.787 AISC- H1-3 9 95.43 32900.01 1870 46.8

230 H450X200X9 0.788 AISC- H1-3 9 95.43 32900.01 1870 46.8

231 H400X200X8 0.92 AISC- H1-3 8 83.37 23500 1740 35.7

232 H400X200X8 0.795 AISC- H1-3 8 83.37 23500 1740 35.7

233 H400X200X8 0.74 AISC- H1-3 8 83.37 23500 1740 35.7

234 H400X200X8 0.912 AISC- H1-3 8 83.37 23500 1740 35.7

235 H400X200X8 0.901 AISC- H1-3 8 83.37 23500 1740 35.7

236 Taper 0.843 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

237 Taper 0.84 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

238 Taper 0.88 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

239 Taper 0.881 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

240 Taper 0.835 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

241 Taper 0.841 AISC- H1-3 9 4142.914 3.69E+09 1.14E+08 1.20E+08

242 H400X200X8 0.092 AISC- H1-3 8 83.37 23500 1740 35.7

243 H400X200X8 0.28 AISC- H1-3 8 83.37 23500 1740 35.7

244 H400X200X8 0.24 AISC- H1-3 8 83.37 23500 1740 35.7

245 H400X200X8 0.237 AISC- H1-3 8 83.37 23500 1740 35.7

246 H400X200X8 0.283 AISC- H1-3 8 83.37 23500 1740 35.7

247 H400X200X8 0.216 AISC- H1-3 8 83.37 23500 1740 35.7

248 H500X200X10 0.558 AISC- H1-3 12 112.2 46800.01 2140 70.2

249 H500X200X10 0.653 AISC- H1-3 12 112.2 46800.01 2140 70.2

250 H500X200X10 0.645 AISC- H1-3 12 112.2 46800.01 2140 70.2

251 H500X200X10 0.677 AISC- H1-3 12 112.2 46800.01 2140 70.2

252 H500X200X10 0.668 AISC- H1-3 12 112.2 46800.01 2140 70.2

253 H500X200X10 0.648 AISC- H1-3 12 112.2 46800.01 2140 70.2

254 L70X70X6LD 0.236 AISC- H2-1 12 16.254 75.62 140.671 1.95

. Steel Structure


255 L70X70X6LD 0.513 AISC- H1-1 12 16.254 75.62 140.671 1.95

256 L70X70X6LD 0.253 AISC- H2-1 12 16.254 75.62 140.671 1.95

257 L70X70X6LD 0.566 AISC- H1-1 12 16.254 75.62 140.671 1.95

258 L70X70X6LD 0.264 AISC- H2-1 12 16.254 75.62 140.671 1.95

259 L70X70X6LD 0.604 AISC- H1-1 12 16.254 75.62 140.671 1.95

260 H500X200X10 0.761 AISC- H1-3 9 112.2 46800.01 2140 70.2

261 H500X200X10 0.92 AISC- H1-3 9 112.2 46800.01 2140 70.2

262 H500X200X10 0.886 AISC- H1-3 9 112.2 46800.01 2140 70.2

263 H500X200X10 0.906 AISC- H1-3 9 112.2 46800.01 2140 70.2

264 H500X200X10 0.896 AISC- H1-3 9 112.2 46800.01 2140 70.2

265 H500X200X10 0.794 AISC- H1-3 9 112.2 46800.01 2140 70.2

266 L70X70X6LD 0.263 AISC- H1-1 12 16.254 75.62 140.671 1.95

267 L70X70X6LD 0.104 AISC- H2-1 12 16.254 75.62 140.671 1.95

268 L70X70X6LD 0.279 AISC- H1-1 12 16.254 75.62 140.671 1.95

269 L70X70X6LD 0.109 AISC- H2-1 8 16.254 75.62 140.671 1.95

270 L70X70X6LD 0.297 AISC- H1-1 12 16.254 75.62 140.671 1.95

271 L70X70X6LD 0.127 AISC- H2-1 8 16.254 75.62 140.671 1.95

272 H500X200X10 0.759 AISC- H1-3 9 112.2 46800.01 2140 70.2

273 H500X200X10 0.985 AISC- H1-3 9 112.2 46800.01 2140 70.2

274 H500X200X10 0.936 AISC- H1-3 9 112.2 46800.01 2140 70.2

275 H500X200X10 0.985 AISC- H1-3 9 112.2 46800.01 2140 70.2

276 H500X200X10 0.975 AISC- H1-3 9 112.2 46800.01 2140 70.2

277 H500X200X10 0.861 AISC- H1-3 9 112.2 46800.01 2140 70.2

278 H500X200X10 0.823 AISC- H1-3 9 112.2 46800.01 2140 70.2

279 H500X200X10 0.788 AISC- H1-3 9 112.2 46800.01 2140 70.2

280 H500X200X10 0.804 AISC- H1-3 9 112.2 46800.01 2140 70.2

281 H500X200X10 0.762 AISC- H1-3 9 112.2 46800.01 2140 70.2

282 H500X200X10 0.726 AISC- H1-3 9 112.2 46800.01 2140 70.2

283 H500X200X10 0.739 AISC- H1-3 9 112.2 46800.01 2140 70.2

284 L50X50X5LD 0.258 AISC- H2-1 12 9.604 22.503 43.219 0.8

285 L50X50X5LD 0.124 AISC- H2-1 12 9.604 22.503 43.219 0.8

286 L50X50X5LD 0.075 AISC- H2-1 12 9.604 22.503 43.219 0.8

287 L50X50X5LD 0.081 AISC- H2-1 8 9.604 22.503 43.219 0.8

288 L50X50X5LD 0.046 AISC- H2-1 5 9.604 22.503 43.219 0.8

289 L50X50X5LD 0.146 AISC- H2-1 12 9.604 22.503 43.219 0.8

290 L50X50X5LD 0.181 AISC- H2-1 12 9.604 22.503 43.219 0.8

291 L50X50X5LD 0.083 AISC- H2-1 5 9.604 22.503 43.219 0.8

292 L50X50X5LD 0.04 AISC- H2-1 5 9.604 22.503 43.219 0.8

293 L50X50X5LD 0.056 AISC- H2-1 8 9.604 22.503 43.219 0.8

294 L50X50X5LD 0.059 AISC- H2-1 8 9.604 22.503 43.219 0.8

295 L50X50X5LD 0.152 AISC- H1-3 12 9.604 22.503 43.219 0.8

296 L50X50X5LD 0.16 AISC- H2-1 12 9.604 22.503 43.219 0.8

297 L50X50X5LD 0.082 AISC- H2-1 8 9.604 22.503 43.219 0.8

. Steel Structure


298 L50X50X5LD 0.065 AISC- H2-1 8 9.604 22.503 43.219 0.8

299 L50X50X5LD 0.071 AISC- H2-1 8 9.604 22.503 43.219 0.8

300 L50X50X5LD 0.059 AISC- H2-1 8 9.604 22.503 43.219 0.8

301 L50X50X5LD 0.083 AISC- H2-1 12 9.604 22.503 43.219 0.8

302 L50X50X5LD 0.166 AISC- H2-1 12 9.604 22.503 43.219 0.8

303 L50X50X5LD 0.091 AISC- H2-1 8 9.604 22.503 43.219 0.8

304 L50X50X5LD 0.057 AISC- H2-1 8 9.604 22.503 43.219 0.8

305 L50X50X5LD 0.053 AISC- H2-1 5 9.604 22.503 43.219 0.8

306 L50X50X5LD 0.075 AISC- H2-1 5 9.604 22.503 43.219 0.8

307 L50X50X5LD 0.145 AISC- H2-1 12 9.604 22.503 43.219 0.8

308 L50X50X5LD 0.107 AISC- H2-1 12 9.604 22.503 43.219 0.8

309 L50X50X5LD 0.048 AISC- H2-1 8 9.604 22.503 43.219 0.8

310 L50X50X5LD 0.045 AISC- H2-1 8 9.604 22.503 43.219 0.8

311 L50X50X5LD 0.046 AISC- H2-1 8 9.604 22.503 43.219 0.8

312 L50X50X5LD 0.054 AISC- H1-3 2 9.604 22.503 43.219 0.8

313 L50X50X5LD 0.12 AISC- H1-3 2 9.604 22.503 43.219 0.8

314 H500X200X10 0.82 AISC- H1-3 9 112.2 46800.01 2140 70.2

315 L50X50X5 0.12 AISC- H2-1 8 4.802 4.574 17.929 0.4

316 L50X50X5 0.048 AISC- H2-1 12 4.802 4.574 17.929 0.4

317 L50X50X5 0.158 AISC- H1-3 12 4.802 4.574 17.929 0.4

318 L50X50X5 0.024 AISC- H1-3 12 4.802 4.574 17.929 0.4

319 L50X50X5 0.067 AISC- H2-1 12 4.802 4.574 17.929 0.4

320 L50X50X5 0.025 AISC- H1-3 12 4.802 4.574 17.929 0.4

321 L50X50X5 0.155 AISC- H1-3 12 4.802 4.574 17.929 0.4

322 L50X50X5 0.024 AISC- H1-3 12 4.802 4.574 17.929 0.4

323 L50X50X5 0.066 AISC- H2-1 12 4.802 4.574 17.929 0.4

324 L50X50X5 0.046 AISC- H1-3 12 4.802 4.574 17.929 0.4

325 L50X50X5 0.184 AISC- H1-3 12 4.802 4.574 17.929 0.4

326 H500X200X10 0.783 AISC- H1-3 9 112.2 46800.01 2140 70.2

327 L50X50X5 0.071 AISC- H2-1 9 4.802 4.574 17.929 0.4

328 L50X50X5 0.037 AISC- H2-1 8 4.802 4.574 17.929 0.4

329 L50X50X5 0.091 AISC- H1-3 12 4.802 4.574 17.929 0.4

330 L50X50X5 0.017 AISC- H1-3 5 4.802 4.574 17.929 0.4

331 L50X50X5 0.037 AISC- H2-1 12 4.802 4.574 17.929 0.4

332 L50X50X5 0.016 AISC- H1-3 12 4.802 4.574 17.929 0.4

333 L50X50X5 0.099 AISC- H1-3 12 4.802 4.574 17.929 0.4

334 L50X50X5 0.021 AISC- H1-3 8 4.802 4.574 17.929 0.4

335 L50X50X5 0.036 AISC- H2-1 12 4.802 4.574 17.929 0.4

336 L50X50X5 0.034 AISC- H1-3 5 4.802 4.574 17.929 0.4

337 L50X50X5 0.146 AISC- H1-3 12 4.802 4.574 17.929 0.4

338 H500X200X10 0.799 AISC- H1-3 9 112.2 46800.01 2140 70.2

339 L50X50X5 0.11 AISC- H2-1 8 4.802 4.574 17.929 0.4

340 L50X50X5 0.028 AISC- H2-1 12 4.802 4.574 17.929 0.4

. Steel Structure


341 L50X50X5 0.068 AISC- H1-3 12 4.802 4.574 17.929 0.4

342 L50X50X5 0.012 AISC- H1-3 12 4.802 4.574 17.929 0.4

343 L50X50X5 0.029 AISC- H2-1 12 4.802 4.574 17.929 0.4

344 L50X50X5 0.014 AISC- H1-3 12 4.802 4.574 17.929 0.4

345 L50X50X5 0.066 AISC- H1-3 12 4.802 4.574 17.929 0.4

346 L50X50X5 0.011 AISC- H1-3 12 4.802 4.574 17.929 0.4

347 L50X50X5 0.027 AISC- H2-1 12 4.802 4.574 17.929 0.4

348 L50X50X5 0.025 AISC- H1-3 12 4.802 4.574 17.929 0.4

349 L50X50X5 0.141 AISC- H1-3 12 4.802 4.574 17.929 0.4

350 H500X200X10 0.744 AISC- H1-3 9 112.2 46800.01 2140 70.2

351 L50X50X5 0.079 AISC- H2-1 9 4.802 4.574 17.929 0.4

352 L50X50X5 0.029 AISC- H2-1 12 4.802 4.574 17.929 0.4

353 L50X50X5 0.071 AISC- H1-3 12 4.802 4.574 17.929 0.4

354 L50X50X5 0.021 AISC- H1-3 12 4.802 4.574 17.929 0.4

355 L50X50X5 0.025 AISC- H2-1 12 4.802 4.574 17.929 0.4

356 L50X50X5 0.011 AISC- H1-3 12 4.802 4.574 17.929 0.4

357 L50X50X5 0.071 AISC- H1-3 12 4.802 4.574 17.929 0.4

358 L50X50X5 0.016 AISC- H1-3 12 4.802 4.574 17.929 0.4

359 L50X50X5 0.024 AISC- H2-1 12 4.802 4.574 17.929 0.4

360 L50X50X5 0.035 AISC- H1-3 12 4.802 4.574 17.929 0.4

361 L50X50X5 0.089 AISC- H1-3 12 4.802 4.574 17.929 0.4

362 H500X200X10 0.72 AISC- H1-3 9 112.2 46800.01 2140 70.2

363 L50X50X5 0.073 AISC- H1-3 3 4.802 4.574 17.929 0.4

364 L50X50X5 0.022 AISC- H2-1 2 4.802 4.574 17.929 0.4

365 L50X50X5 0.076 AISC- H1-3 2 4.802 4.574 17.929 0.4

366 L50X50X5 0.012 AISC- H1-3 2 4.802 4.574 17.929 0.4

367 L50X50X5 0.032 AISC- H2-1 2 4.802 4.574 17.929 0.4

368 L50X50X5 0.012 AISC- H2-1 2 4.802 4.574 17.929 0.4

369 L50X50X5 0.08 AISC- H1-3 12 4.802 4.574 17.929 0.4

370 L50X50X5 0.014 AISC- H1-3 12 4.802 4.574 17.929 0.4

371 L50X50X5 0.037 AISC- H2-1 12 4.802 4.574 17.929 0.4

372 L50X50X5 0.025 AISC- H1-3 12 4.802 4.574 17.929 0.4

373 L50X50X5 0.141 AISC- H1-3 12 4.802 4.574 17.929 0.4

374 H500X200X10 0.682 AISC- H1-3 9 112.2 46800.01 2140 70.2

375 L50X50X5LD 0.154 AISC- H1-3 12 9.604 22.503 43.219 0.8

376 L50X50X5LD 0.075 AISC- H1-3 12 9.604 22.503 43.219 0.8

377 L50X50X5LD 0.064 AISC- H1-3 12 9.604 22.503 43.219 0.8

378 L50X50X5LD 0.027 AISC- H2-1 12 9.604 22.503 43.219 0.8

379 L50X50X5LD 0.024 AISC- H2-1 12 9.604 22.503 43.219 0.8

380 L50X50X5LD 0.08 AISC- H2-1 12 9.604 22.503 43.219 0.8

381 L50X50X5LD 0.142 AISC- H2-1 8 9.604 22.503 43.219 0.8

382 L50X50X5LD 0.114 AISC- H2-1 5 9.604 22.503 43.219 0.8

383 L50X50X5LD 0.055 AISC- H2-1 5 9.604 22.503 43.219 0.8

. Steel Structure


384 L50X50X5LD 0.088 AISC- H2-1 8 9.604 22.503 43.219 0.8

385 L50X50X5LD 0.127 AISC- H2-1 8 9.604 22.503 43.219 0.8

386 L50X50X5LD 0.187 AISC- H2-1 5 9.604 22.503 43.219 0.8

387 L50X50X5LD 0.057 AISC- H1-3 12 9.604 22.503 43.219 0.8

388 L50X50X5LD 0.046 AISC- H2-1 8 9.604 22.503 43.219 0.8

389 L50X50X5LD 0.04 AISC- H2-1 8 9.604 22.503 43.219 0.8

390 L50X50X5LD 0.057 AISC- H2-1 8 9.604 22.503 43.219 0.8

391 L50X50X5LD 0.043 AISC- H2-1 8 9.604 22.503 43.219 0.8

392 L50X50X5LD 0.095 AISC- H2-1 12 9.604 22.503 43.219 0.8

393 L50X50X5LD 0.136 AISC- H2-1 8 9.604 22.503 43.219 0.8

394 L50X50X5LD 0.124 AISC- H2-1 8 9.604 22.503 43.219 0.8

395 L50X50X5LD 0.069 AISC- H2-1 8 9.604 22.503 43.219 0.8

396 L50X50X5LD 0.07 AISC- H2-1 8 9.604 22.503 43.219 0.8

397 L50X50X5LD 0.117 AISC- H2-1 8 9.604 22.503 43.219 0.8

398 L50X50X5LD 0.177 AISC- H2-1 12 9.604 22.503 43.219 0.8

399 L50X50X5LD 0.05 AISC- H1-3 2 9.604 22.503 43.219 0.8

400 L50X50X5LD 0.023 AISC- H2-1 5 9.604 22.503 43.219 0.8

401 L50X50X5LD 0.016 AISC- H1-3 3 9.604 22.503 43.219 0.8

402 L50X50X5LD 0.029 AISC- H2-1 12 9.604 22.503 43.219 0.8

403 L50X50X5LD 0.033 AISC- H2-1 2 9.604 22.503 43.219 0.8

404 L50X50X5LD 0.064 AISC- H2-1 12 9.604 22.503 43.219 0.8

405 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

406 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

407 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

408 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

409 H200X100X5.5 0.058 AISC- H2-1 3 26.67 1810 134 4.4

410 H200X100X5.5 0.143 AISC- H2-1 8 26.67 1810 134 4.4

. Steel Structure


4. SUPPORT REACTION

Horizontal Vertical Horizontal

Node L/C Fx kg Fy kg Fz kg

Max Fx 8 3 BEBAN MATI 430.915 3395.011 -10.099

Min Fx 141 9 2. 0.75DL+0.75LL+0.75EQ+0.75WX -2648.64 11131.57 -309.518

Max Fy 141 8 1. DL+LL+EQ -1955.617 14175.627 -412.381

Min Fy 10 6 BEBAN ANGIN X -2497.611 -1488.557 0.585

Max Fz 140 3 BEBAN MATI -306.595 2651.405 22.521

Min Fz 145 5. 0.75DL+0.75LL+0.75EQ+0.225EX+0.75EZ -1219.326 7955.844 -622.402

Max Mx 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Min Mx 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Max My 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Min My 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Max Mz 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Min Mz 7 1 GEMPA ARAH X -305.785 -382.451 -3.481

Documents

Structure Calculation Warehouse 19 Mei'14