Roof Canopy design

Job No

Sheet No

Rev

1 Part

Software licensed to Job Title

Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File

roof canopy.std11.std

Date/Time

Chd

19-Jan-2015 14:29

Job Information Engineer Name:

mreh

Date:

31-Dec-14

Structure Type

Checked

Approved

SPACE FRAME

Number of Nodes Number of Elements

99

Highest Node

121

138

Highest Beam

191

Number of Basic Load Cases

3

Number of Combination Load Cases

4

Included in this printout are data for: The Whole Structure All Included in this printout are results for load cases: Type L/C Primary

1

DEAD

Primary

2

LIVE

Primary

3

WIND

Combination

4

1*D

Combination

5

D+L

Combination

8

D+0.75L+0.75W

Combination

9

0.6D+W

Name

Basic Load Cases Number

Name

1

DEAD

2

LIVE

3

WIND

Print Time/Date: 19/01/2015 14:39

STAAD.Pro V8i (SELECTseries 5) 20.07.10.41

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steel roof canopy

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Date31-Dec-14

File


Chd

Date/Time

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Combination Load Cases Comb.

Combination L/C Name

Primary

Primary L/C Name

Factor

4

1*D

1

DEAD

1.00

5

D+L

1

DEAD

1.00

2

LIVE

1.00

1

DEAD

1.00

2

LIVE

0.75

3

WIND

0.75

1

DEAD

0.60

3

WIND

1.00

8

9

D+0.75L+0.75W

0.6D+W

Node Displacement Summary Node

L/C

X

Y

Z

Resultant

rX

rY

rZ

(mm)

(mm)

(mm)

(mm)

(rad)

(rad)

(rad)

Max X

1

1:DEAD

0.000

-0.009

-0.111

0.111

-0.000

0.000

0.000

Min X

1

1:DEAD

-0.009

-0.111

0.111

-0.000

0.000

0.000

Max Y

45

1:DEAD

0.000 0.000

0.000

0.000

0.000

0.000

0.000

0.000

Min Y

80

8:D+0.75L+0.75

0.000

-6.405

27.866

0.001

0.000

0.000

Max Z

45

1:DEAD

0.000

-27.120 0.000

0.000

0.000

0.000

0.000

0.000

Min Z

80

8:D+0.75L+0.75

0.000

-27.120

27.866

0.001

0.000

0.000

Max rX

81

8:D+0.75L+0.75

0.000

-15.531

-6.405 -5.635

16.522

0.009

0.000

0.000

Min rX

77

8:D+0.75L+0.75

0.000

-12.212

-5.558

13.417

0.000

0.000

Max rY

1

1:DEAD

0.000

-0.009

-0.111

0.111

-0.009 -0.000

0.000

0.000

Min rY

1

1:DEAD

0.000

-0.009

-0.111

0.111

-0.000

0.000

Max rZ

1

1:DEAD

0.000

-0.009

-0.111

0.111

-0.000

0.000 0.000

Min rZ

1

1:DEAD

0.000

-0.009

-0.111

0.111

-0.000

0.000

Max Rst

80

8:D+0.75L+0.75

0.000

-27.120

-6.405

27.866

0.001

0.000

0.000 0.000

0.000

Beam Displacement Detail Summary Displacements shown in italic indicate the presence of an offset Beam L/C d X (m)

(mm)

Y

Z

Resultant

(mm)

(mm)

(mm)

Max X

10

1:DEAD

0.775

0.002

-0.092

-0.605

0.612

Min X

14

1:DEAD

0.775

-0.095

-0.570

0.578

Max Y

74

1:DEAD

0.000

-0.002 0.000

0.000

0.000

0.000

Min Y

177

8:D+0.75L+0.75

2.300

-0.000

-5.372

42.304

Max Z

94

8:D+0.75L+0.75

1.250

0.000

-41.962 -0.034

0.551

0.552

Min Z

76

8:D+0.75L+0.75

2.100

0.000

-0.084

Max Rst

180

8:D+0.75L+0.75

2.300

0.001

-41.962

-6.620 -5.372

42.304

Print Time/Date: 19/01/2015 14:39


6.620

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File


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Date/Time

19-Jan-2015 14:29

Beam End Displacement Summary Displacements shown in italic indicate the presence of an offset Beam Node L/C X (mm)

Y

Z

Resultant

(mm)

(mm)

(mm)

Max X

1

1

1:DEAD

0.000

-0.009

-0.111

Min X

1

1

1:DEAD

-0.009

-0.111

0.111

Max Y

74

45

1:DEAD

0.000 0.000

0.111

0.000

0.000

0.000 27.866

Min Y

111

80

8:D+0.75L+0.75

0.000

74

45

1:DEAD

0.000

-27.120 0.000

-6.405

Max Z

0.000

0.000

Min Z

111

80

8:D+0.75L+0.75

0.000

-27.120

27.866

Max Rst

111

80

8:D+0.75L+0.75

0.000

-27.120

-6.405 -6.405

27.866

Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node L/C Fx Fy Fz Mx My Mz (kN)

(kN)

Max Fx

79

50

8:D+0.75L+0.75

44.480

16.041

(kN) 0.000

(kNm) 0.000

(kNm) 0.000

(kNm)

Min Fx

1

1

1:DEAD

0.873

-0.000

0.000

0.000

0.000

Max Fy

128

19

8:D+0.75L+0.75

0.000 14.388

27.269

0.000

0.000

0.000

48.122

0.000

Min Fy

113

79

8:D+0.75L+0.75

14.413

-0.000

-0.000

7.543

181

115

8:D+0.75L+0.75

0.000

-26.862 2.849

-0.000

Max Fz

0.000

0.000

0.000

0.000

Min Fz

172

70

8:D+0.75L+0.75

0.000

2.849

0.000

0.000

0.000

Max Mx

1

1

1:DEAD

0.000

0.873

-0.000 -0.000

0.000

0.000

0.000

Min Mx

1

1

1:DEAD

0.000

0.873

-0.000

0.000

0.000

Max My

1

1

1:DEAD

0.000

0.873

-0.000

0.000 0.000

0.000

0.000

Min My

1

1

1:DEAD

0.000

0.873

-0.000

0.000

Max Mz

110

22

8:D+0.75L+0.75

14.388

27.269

0.000

0.000

0.000 0.000

48.122

Min Mz

79

19

8:D+0.75L+0.75

43.240

16.041

-0.000

-0.000

-0.000

-48.122

0.000

Beam Force Detail Summary Sign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A. Axial Shear Torsion Bending Beam L/C d Fx Fy Fz Mx My Mz (kN)

(kN)

Max Fx

79

8:D+0.75L+0.75

(m) 0.000

44.480

16.041

(kN) 0.000

(kNm) 0.000

(kNm) 0.000

(kNm)

Min Fx

1

1:DEAD

0.000

0.873

-0.000

0.000

0.000

0.000

Max Fy

128

8:D+0.75L+0.75

0.000

0.000 14.388

27.269

0.000

0.000

0.000

48.122

0.000

Min Fy

113

8:D+0.75L+0.75

0.528

14.413

-0.000

-0.000

7.543

181

8:D+0.75L+0.75

0.000

0.000

-26.862 2.849

-0.000

Max Fz

0.000

0.000

0.000

0.000

Min Fz

172

8:D+0.75L+0.75

0.000

0.000

2.849

0.000

0.000

0.000

Max Mx

1

1:DEAD

0.000

0.000

0.873

-0.000 -0.000

0.000

0.000

0.000

Min Mx

1

1:DEAD

0.000

0.000

0.873

-0.000

0.000

0.000

Max My

181

8:D+0.75L+0.75

1.395

0.000

-2.279

0.000

0.000 0.000

0.000

-0.393

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Client

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Date31-Dec-14

File


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Date/Time

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Beam Force Detail Summary Cont... Beam

L/C

d

Axial Fx

Fy

Shear Fz

Torsion Mx

My

Bending Mz

(m)

(kN)

(kN)

(kN)

(kNm)

(kNm)

(kNm)

Min My

172

8:D+0.75L+0.75

1.395

0.000

-2.279

-0.000

0.000

Max Mz

110

8:D+0.75L+0.75

0.000

14.388

27.269

0.000

0.000

-0.000 0.000

48.122

-0.393

Min Mz

79

8:D+0.75L+0.75

3.000

43.240

16.041

-0.000

-0.000

-0.000

-48.122

Y X Z

Load 8 : Displacement

Whole Structure Displacements 55mm:1m 8 D+0.75L+0.75W

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3D Rendered View

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Y X Z

Load 8 : Bending Z

Whole Structure Mz 40kNm:1m 8 D+0.75L+0.75W

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Y X Z

Load 8 : Shear Y

Whole Structure Fy 20kN:1m 8 D+0.75L+0.75W

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Y X Z

Load 8 : Axial Force

Whole Structure Fx 100kN:1m 8 D+0.75L+0.75W

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Steel Design (Track 2) Beam 1 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 1 * | GERMAN SECTIONS | | AX = 16.40 | | * | ST IPE140 | | --Z AY = 5.93 | |DESIGN CODE * | | | AZ = 6.78 | | AISC-1989 * =============================== ===|=== SY = 12.33 | | * SZ = 77.29 | | * |<---LENGTH (M)= 1.55 --->| RY = 1.66 | |************* RZ = 5.74 | | | | 1.1 (KNS-METRE) | |PARAMETER | L8 L8 L8 STRESSES | |IN KNS CMS | IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 93.57 | FA = 95.94 | | KL/R-Z= 26.99 + L8 L8 fa = 0.00 | | UNL = 100.00 | FCZ = 148.93 | | CB = 1.00 + L8 L8 FTZ = 148.93 | | CMY = 0.85 | FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 |L0 L0 fbz = 14.28 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -0.1 Fey = 120.56 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1449.43 | | (WITH LOAD NO.) FV = 99.28 | | fv = 0.00 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 9.591E-02 8 | | 0.00 T 0.00 -1.10 0.78 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 1 ST IPE140 (GERMAN SECTIONS) PASS AISC- H1-3 0.096 8 0.00 T 0.00 -1.10 0.77

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Steel Design (Track 2) Beam 2 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 2 * | GERMAN SECTIONS | | AX = 16.40 | | * | ST IPE140 | | --Z AY = 5.93 | |DESIGN CODE * | | | AZ = 6.78 | | AISC-1989 * =============================== ===|=== SY = 12.33 | | * SZ = 77.29 | | * |<---LENGTH (M)= 4.60 --->| RY = 1.66 | |************* RZ = 5.74 | | | | 9.7 (KNS-METRE) | |PARAMETER | L8 L8 L8 STRESSES | |IN KNS CMS | IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 277.70 | FA = 13.69 | | KL/R-Z= 80.09 + L8 L8 fa = 0.00 | | UNL = 100.00 | FCZ = 148.93 | | CB = 1.00 + L8 L8 FTZ = 148.93 | | CMY = 0.85 | FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 |L0 L0 fbz = 125.81 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -0.5 Fey = 13.69 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 164.57 | | (WITH LOAD NO.) FV = 99.28 | | fv = 0.00 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 8.447E-01 8 | | 0.00 T 0.00 -9.72 2.30 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 2 ST IPE140 (GERMAN SECTIONS) PASS AISC- H1-3 0.845 8 0.00 T 0.00 -9.72 2.30

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Steel Design (Track 2) Beam 74 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 74 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 8.9 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + L8 fa = 1.46 | | UNL = 300.00 |L8 L8 FCZ = 148.93 | | CB = 1.00 + L8 FTZ = 148.93 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 | L8 L8 fbz = 22.98 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.6 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 3.84 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.664E-01 8 | | 7.87 C 0.00 -8.93 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 74 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.166 8 7.87 C 0.00 -8.93 3.00

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Steel Design (Track 2) Beam 75 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 75 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 32.6 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + fa = 5.43 | | UNL = 300.00 | L8 L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 83.91 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.8 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.085E-01 8 | | 29.23 C 0.00 -32.61 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 75 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.609 8 29.23 C 0.00 -32.61 3.00

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Steel Design (Track 2) Beam 76 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 76 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 48.1 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + L8 fa = 8.04 | | UNL = 300.00 | L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 123.82 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -2.7 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 13.60 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 8.981E-01 8 | | 43.24 C 0.00 -48.12 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 76 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.898 8 43.24 C 0.00 -48.12 3.00

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Steel Design (Track 2) Beam 77 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 77 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 32.6 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + L8 fa = 5.43 | | UNL = 300.00 | L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 83.91 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.8 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.085E-01 8 | | 29.23 C 0.00 -32.61 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 77 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.609 8 29.23 C 0.00 -32.61 3.00

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Steel Design (Track 2) Beam 78 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 78 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 32.6 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + L8 fa = 5.43 | | UNL = 300.00 | L8 L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 83.91 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.8 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.085E-01 8 | | 29.23 C 0.00 -32.61 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 78 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.609 8 29.23 C 0.00 -32.61 3.00

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Steel Design (Track 2) Beam 79 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 79 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 48.1 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + fa = 8.04 | | UNL = 300.00 | L8 L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 123.82 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -2.7 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 13.60 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 8.981E-01 8 | | 43.24 C 0.00 -48.12 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 79 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.898 8 43.24 C 0.00 -48.12 3.00

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Steel Design (Track 2) Beam 81 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 81 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 3.00 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 32.6 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 60.20 | L8 FA = 120.53 | | KL/R-Z= 36.21 + L8 fa = 5.43 | | UNL = 300.00 | L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 83.91 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.8 Fey = 291.27 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez = 804.90 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.085E-01 8 | | 29.23 C 0.00 -32.61 3.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 81 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.609 8 29.23 C 0.00 -32.61 3.00

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Steel Design (Track 2) Beam 85 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 85 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 8.5 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + L8 fa = 1.55 | | UNL = 250.00 | FCZ = 163.82 | | CB = 1.00 +L8 L8 FTZ = 163.82 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 21.83 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -0.5 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 3.84 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.455E-01 8 | | 8.31 C 0.00 8.49 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 85 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.145 8 8.31 C 0.00 8.49 2.50

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Steel Design (Track 2) Beam 86 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 86 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 27.2 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + fa = 5.43 | | UNL = 250.00 | L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 69.93 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.5 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 4.697E-01 8 | | 29.23 C 0.00 27.18 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 86 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.470 8 29.23 C 0.00 27.18 2.50

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Steel Design (Track 2) Beam 87 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 87 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 40.1 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + fa = 8.04 | | UNL = 250.00 | L8 L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 103.19 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -2.2 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 13.60 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.933E-01 8 | | 43.24 C 0.00 40.10 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 87 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.693 8 43.24 C 0.00 40.10 2.50

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Steel Design (Track 2) Beam 89 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 89 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 27.2 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + L8 fa = 5.43 | | UNL = 250.00 | L8 L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 69.93 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.5 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 4.697E-01 8 | | 29.23 C 0.00 27.18 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 89 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.470 8 29.23 C 0.00 27.18 2.50

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Steel Design (Track 2) Beam 90 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 90 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 40.1 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + fa = 8.04 | | UNL = 250.00 | L8 L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 103.19 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -2.2 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 13.60 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.933E-01 8 | | 43.24 C 0.00 40.10 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 90 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.693 8 43.24 C 0.00 40.10 2.50

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Steel Design (Track 2) Beam 92 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 92 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 27.2 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + fa = 5.43 | | UNL = 250.00 | L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 69.93 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -1.5 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 9.22 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 4.697E-01 8 | | 29.23 C 0.00 27.18 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 92 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.470 8 29.23 C 0.00 27.18 2.50

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Steel Design (Track 2) Beam 93 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 93 * | GERMAN SECTIONS | | AX = 53.80 | | * | ST HEA200 | | --Z AY = 11.79 | |DESIGN CODE * | | | AZ = 26.75 | | AISC-1989 * =============================== ===|=== SY = 133.60 | | * SZ = 388.63 | | * |<---LENGTH (M)= 2.50 --->| RY = 4.98 | |************* RZ = 8.28 | | | | 40.1 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 50.17 | L8 FA = 126.80 | | KL/R-Z= 30.18 + fa = 8.04 | | UNL = 250.00 | L8 L8 FCZ = 163.82 | | CB = 1.00 + FTZ = 163.82 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 L8 FTY = 186.16 | | FYLD = 24.82 |L0 fbz = 103.19 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -2.2 Fey = 419.42 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1159.06 | | (WITH LOAD NO.) FV = 99.28 | | fv = 13.60 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 6.933E-01 8 | | 43.24 C 0.00 40.10 2.50 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 93 ST HEA200 (GERMAN SECTIONS) PASS AISC- H1-3 0.693 8 43.24 C 0.00 40.10 2.50

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Steel Design (Track 2) Beam 96 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 96 * | GERMAN SECTIONS | | AX = 41.90 | | * | TAP ERED | | --Z AY = 21.76 | |DESIGN CODE * | | | AZ = 11.45 | | AISC-1989 * =============================== ===|=== SY = 28.51 | | * SZ = 477.91 | | * |<---LENGTH (M)= 1.50 --->| RY = 2.01 | |************* RZ = 11.69 | | | | 8.5 (KNS-METRE) | |PARAMETER |L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 74.81 | L8 FA = 115.54 | | KL/R-Z= 12.83 + fa = 1.16 | | UNL = 150.00 | L8 L8 FCZ = 147.02 | | CB = 1.00 + FTZ = 147.02 | | CMY = 0.85 | L8 FCY = 148.93 | | CMZ = 0.85 + L8 L8 FTY = 148.93 | | FYLD = 24.82 | L8 fbz = 17.75 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.6 Fey = 188.64 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =6415.52 | | (WITH LOAD NO.) FV = 99.28 | | fv = 2.38 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.308E-01 8 | | 4.86 C 0.00 8.49 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 96 TAP ERED (GERMAN SECTIONS) PASS AISC- H1-3 0.131 8 4.86 C 0.00 8.49 0.00

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Steel Design (Track 2) Beam 97 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 97 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 1.4 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + -------------| | KL/R-Y= 23.65 |L8 L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 L8 fa = 1.69 | | UNL = 52.80 | FCZ = 163.82 | | CB = 1.00 + L8 L8 FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 | L8 L8 fbz = 7.43 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.1 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 4.48 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 5.740E-02 8 | | 4.82 C 0.00 -1.44 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 97 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.057 8 4.82 C 0.00 -1.44 0.53

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Steel Design (Track 2) Beam 99 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 99 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 2.03 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 4.7 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 90.89 | L8 FA = 98.13 | | KL/R-Z= 24.57 + L8 fa = 1.62 | | UNL = 202.89 | L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 |L8 fbz = 24.02 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 1.3 Fey = 127.78 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1748.37 | | (WITH LOAD NO.) FV = 99.28 | | fv = 1.32 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.778E-01 8 | | 4.62 C 0.00 -4.67 2.03 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 99 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.178 8 4.62 C 0.00 -4.67 2.03

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Steel Design (Track 2) Beam 100 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 100 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 2.03 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 4.7 (KNS-METRE) | |PARAMETER |L8 STRESSES | |IN KNS CMS | L8 L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 90.97 | L8 FA = 98.07 | | KL/R-Z= 24.59 + L8 fa = 1.56 | | UNL = 203.06 | L8 FCZ = 148.93 | | CB = 1.00 + FTZ = 148.93 | | CMY = 0.85 | L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 24.02 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 1.0 Fey = 127.56 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez =1745.44 | | (WITH LOAD NO.) FV = 99.28 | | fv = 1.42 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.772E-01 8 | | 4.44 C 0.00 -4.67 0.00 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 100 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.177 8 4.44 C 0.00 -4.67 0.00

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Steel Design (Track 2) Beam 101 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 101 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 1.3 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS |L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 23.65 | L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 fa = 1.49 | | UNL = 52.80 | L8 L8 FCZ = 163.82 | | CB = 1.00 + L8 FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 6.82 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.0 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 4.70 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 5.221E-02 8 | | 4.23 C 0.00 1.33 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 101 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.052 8 4.23 C 0.00 1.33 0.53

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Steel Design (Track 2) Beam 107 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 107 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 4.8 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS |L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 23.65 | L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 fa = 5.25 | | UNL = 52.80 | L8 L8 FCZ = 163.82 | | CB = 1.00 + L8 FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 24.66 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -0.1 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 17.03 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 1.878E-01 8 | | 14.95 C 0.00 4.79 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 107 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.188 8 14.95 C 0.00 4.79 0.53

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Steel Design (Track 2) Beam 109 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 109 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 10.6 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS | L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 23.65 | L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 fa = 6.18 | | UNL = 52.80 | FCZ = 163.82 | | CB = 1.00 + L8 FTZ = 163.82 | | CMY = 0.85 |L8 L8 FCY = 186.16 | | CMZ = 0.85 + L8 FTY = 186.16 | | FYLD = 24.82 | L8 L8 fbz = 54.70 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 -0.3 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 23.87 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 3.779E-01 8 | | 17.60 C 0.00 -10.63 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 109 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.378 8 17.60 C 0.00 -10.63 0.53

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Steel Design (Track 2) Beam 113 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 113 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 7.5 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS |L8 IN NEWTON MMS| |--------------- + L8 -------------| | KL/R-Y= 23.65 | L8 L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 fa = 5.06 | | UNL = 52.80 | L8 FCZ = 163.82 | | CB = 1.00 + L8 L8 FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 38.82 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.1 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 25.88 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 2.729E-01 8 | | 14.41 C 0.00 7.54 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 113 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.273 8 14.41 C 0.00 7.54 0.53

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Steel Design (Track 2) Beam 161 Check 1 |--------------------------------------------------------------------------| | Y PROPERTIES | |************* | IN CMS UNIT | | * |=============================| ===|=== ------------ | |MEMBER 161 * | GERMAN SECTIONS | | AX = 28.50 | | * | ST IPE200 | | --Z AY = 10.38 | |DESIGN CODE * | | | AZ = 11.40 | | AISC-1989 * =============================== ===|=== SY = 28.40 | | * SZ = 194.30 | | * |<---LENGTH (M)= 0.53 --->| RY = 2.23 | |************* RZ = 8.26 | | | | 1.3 (KNS-METRE) | |PARAMETER | L8 STRESSES | |IN KNS CMS |L8 IN NEWTON MMS| |--------------- + L8 L8 -------------| | KL/R-Y= 23.65 | L8 FA = 140.58 | | KL/R-Z= 6.39 + L8 fa = 1.49 | | UNL = 52.80 | L8 L8 FCZ = 163.82 | | CB = 1.00 + L8 FTZ = 163.82 | | CMY = 0.85 | L8 FCY = 186.16 | | CMZ = 0.85 + FTY = 186.16 | | FYLD = 24.82 | L8 fbz = 6.82 | | NSF = 1.00 +---+---+---+---+---+---+---+---+---+---| fby = 0.00 | | DFF = 0.00 0.0 Fey =1886.59 | | dff= 0.00 ABSOLUTE MZ ENVELOPE Fez=0.2581E+5| | (WITH LOAD NO.) FV = 99.28 | | fv = 4.70 | | | | MAX FORCE/ MOMENT SUMMARY (KNS-METRE) | | ------------------------| | | | AXIAL SHEAR-Y SHEAR-Z MOMENT-Y MOMENT-Z | | | | VALUE 0.0 0.0 0.0 0.0 0.0 | | LOCATION 0.0 0.0 0.0 0.0 0.0 | | LOADING 0 0 0 0 0 | | | |**************************************************************************| |* *| |* DESIGN SUMMARY (KNS-METRE) *| |* -------------*| |* *| |* RESULT/ CRITICAL COND/ RATIO/ LOADING/ *| | FX MY MZ LOCATION | | ====================================================== | | PASS AISC- H1-3 5.221E-02 8 | | 4.23 C 0.00 1.33 0.53 | |* *| |**************************************************************************| | | |--------------------------------------------------------------------------| 161 ST IPE200 (GERMAN SECTIONS) PASS AISC- H1-3 0.052 8 4.23 C 0.00 1.33 0.53

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Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

128 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

129 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

130 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

131 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

132 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

133 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

134 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

135 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

136 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

137 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

138 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

139 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

140 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

141 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

142 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

143 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

144 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

145 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Job No

Sheet No

Rev

146 Part


Ref

steel roof canopy

Client

By

mreh

Date31-Dec-14

File


Date/Time

Chd

19-Jan-2015 14:29


Print Time/Date: 19/01/2015 14:39



Roof Canopy design

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