25
Altegra has arranged the above certificate and following compliance computations through a third party for client use and reference. Altegra takes no responsibility for the following content provided and any errors that may be present from the third party author. If you have any questions regarding the applicable Altegra products please call 1300 784 552. IMPORTANT [email protected] - 8/8 Samantha crt Knoxfield VIC 3180 MARQUEES - BANNERS - EZY ANNEXE - TABLECLOTHS & MORE altegra.aust #altegraaustralia RC Engineering Consultancy Civil & Structural Engineers 1880 Hume Hwy, Campbellfield VIC 3061 BUILDING ACT 2006 BUILDING REGULATIONS REGULATION 1507 TO: BUILDING SURVEYOR: POSTAL ADDRESS: POST CODE: FROM BUILDING PRACTITIONER: RECEP CEVIS CATEGORY/CLASS: ENGINEER EC-41997 POST ADDRESS 2 / 1880 HUME HWY, CAMPBELLFIELD VIC 3061 PROJECT: ALTEGRA PROLITE & HEAVY DUTY MARQUEE CERTIFICATION LOT: ---- STREET/ROAD: SAMANTHA COURT NUMBER: 8/8 CITY/SUBURB/TOWN: KNOXFIELD VIC 3180 CROWN ALLOTMENT LP/PS VOLUME FOLIO MUNICIPAL DISTRICT SECTION PARISH COUNTRY COMPLIANCE: I DID PREPARE THE DESIGN AND I CERTIFY THAT THE PART OF THE DESIGN DESCRIBED AS: FRAMING DESIGN COMPLIES WITH THE RELEVANT PROVISIONS OF THE BUILDING REGULATIONS 2006, NCC BCA 2014 VOL 2 & AUSTRALIAN STANDARDS: AS1170.1-2002, AS1170.2-2011, AS1664.1-1997 DESIGN DOCUMENTS: JOB NO: 10594 DRAWINGS: DATED: COMPUTATIONS: 10594 Pg. 1 – 24 DATED: APR 2015 PREPARED BY: RC ENGINEERING THE FOLLOWING DOCUMENTS WERE REFERRED TO IN CARRYING OUT THE ABOVE CERTIFICATION: REFERENCE DOCUMENTS: SHEETS: PREPARED BY: DATED: SIGNED BUILDING PRACTITIONER: RECEP CEVIS REGISTRATION No.: EC-41997 DATE: 16/04/15 CERTIFICATE OF COMPLIANCE DESIGN

CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: [email protected] Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

  • Upload
    others

  • View
    5

  • Download
    0

Embed Size (px)

Citation preview

Page 1: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

Altegra has arranged the above certificate and following compliance computations through a third party for client use and reference. Altegra takes no responsibility for the following content provided and any errors that may be

present from the third party author. If you have any questions regarding the applicable Altegra products please call 1300 784 552.

IMPORTANT

[email protected] - 8/8 Samantha crt Knoxfield VIC 3180 M A R Q U E E S - B A N N E R S - E Z Y A N N E X E - T A B L E C L O T H S & M O R E

altegra.aust #altegraaustralia

RC Engineering Consultancy

Civil & Structural Engineers 1880 Hume Hwy, Campbellfield VIC 3061

BUILDING ACT 2006 BUILDING REGULATIONS REGULATION 1507

TO: BUILDING SURVEYOR: POSTAL ADDRESS: POST CODE:

FROM BUILDING PRACTITIONER: RECEP CEVIS CATEGORY/CLASS: ENGINEER EC-41997 POST ADDRESS 2 / 1880 HUME HWY, CAMPBELLFIELD VIC 3061

PROJECT: ALTEGRA PROLITE & HEAVY DUTY MARQUEE CERTIFICATION LOT: ---- STREET/ROAD: S A M A N T H A C O U R T NUMBER: 8/8 CITY/SUBURB/TOWN: KNOXFIELD VIC 3180

CROWN ALLOTMENT LP/PS VOLUME FOLIO MUNICIPAL DISTRICT SECTION PARISH COUNTRY COMPLIANCE: I DID PREPARE THE DESIGN AND I CERTIFY THAT THE PART OF THE DESIGN DESCRIBED AS:

� FRAMING DESIGN

COMPLIES WITH THE RELEVANT PROVISIONS OF THE BUILDING REGULATIONS 2006, NCC BCA 2014 VOL 2 & AUSTRALIAN STANDARDS: AS1170.1-2002, AS1170.2-2011, AS1664.1-1997 DESIGN DOCUMENTS: JOB NO: 10594 DRAWINGS: – DATED: – COMPUTATIONS: 10594 Pg. 1 – 24 DATED: APR 2015 PREPARED BY: RC ENGINEERING

THE FOLLOWING DOCUMENTS WERE REFERRED TO IN CARRYING OUT THE ABOVE CERTIFICATION: REFERENCE DOCUMENTS: SHEETS: PREPARED BY: DATED:

SIGNED BUILDING PRACTITIONER: RECEP CEVIS REGISTRATION No.: EC-41997 DATE: 16/04/15

CERTIFICATE OF COMPLIANCE – DESIGN

Page 2: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

Phone: 03 9357 7744 Email: [email protected]

Address: U2, 1880 Hume Hwy Campbellfield VIC

STRUCTURAL COMPUTATIONS

Job No: 10594

Proposed: MARQUEE CERTIFICATION

At: 8/8 SAMANTHA COURT, KNOXFIELD

Designer: RECEP CEVIS

1

Page 3: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

Phone: 03 9357 7744 Email: [email protected]

Address: U2, 1880 Hume Hwy Campbellfield VIC

3x3 PROLITE & HEAVY DUTY MARQUEE

2

Page 4: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 8 Apr 2015, 11:28 am

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:29, Load: 0.009223, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,20)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:1 (SW) G

-0.1kN/m-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m

-0.1kN/m-0.1kN/m

-0.1kN/m-0.1kN/m

3

naeem
Typewritten Text
Dead Load with self Weight
naeem
Typewritten Text
3x3 Marquee - Dead Load
Page 5: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 2 Apr 2015, 11:03 am

Wind Load

Job: C:\Users\naeem\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:47, Load: 0.262144, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(30,25)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:3 WL

-2.3kN/m

-2.3kN/m

-2.3kN/m

-2.3kN/m

-2.3kN/m

-2.3kN/m

-2.3kN/m

-2.3kN/m

4

naeem
Typewritten Text
Wind Loading
naeem
Typewritten Text
3x3 Marquee - Wind Loading
Page 6: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 8 Apr 2015, 11:26 am

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:29, Load: 0.009223, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,20)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:4 WL1

1kN

0.4kN/m

0.4kN/m

0.4kN/m

0.4kN/m

0.4kN/m

0.4kN/m

0.4kN/m

0.4kN/m

5

naeem
Typewritten Text
Wind Loading
naeem
Typewritten Text
3x3 Marquee - Wind Loading
Page 7: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 7 Apr 2015, 4:41 pm

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:19, Load: None, Disp: 0.765635, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(20,30)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

X:59.28mmY:0.01mmZ:-0.01mm

X:59.21mmY:-0.11mmZ:9.64mm

X:59.23mmY:-0.54mmZ:10.26mmy:-0.54mmz:10.26mm

X:59.28mmY:0.01mmZ:0.01mm

X:98.49mmY:-0.07mm

X:59.28mmY:0.01mmZ:0.01mm

X:59.13mmY:0.01mmZ:-0.01mm

X:60.16mmY:0.01mmZ:0.02mmy:60.16mmz:0.02mm

X:59.28mmY:0.01mmZ:-0.01mm

X:59.13mmY:0.01mmZ:0.01mm

X:60.16mmY:0.01mmZ:-0.02mmy:60.16mmz:-0.02mm

X:59.21mmY:-0.1mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:60.06mmY:-0.09mmZ:-0.07mmy:60.06mmz:-0.07mm

X:59.21mmY:-0.1mm

X:59.14mmY:-0.09mmZ:0.03mm

X:60.06mmY:-0.09mmZ:0.07mmy:60.06mmz:0.07mm

X:59.13mmY:0.01mmZ:-0.01mm

X:59.13mmY:0.01mmZ:0.01mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:59.14mmY:-0.09mmZ:0.03mm

X:59.13mmY:0.01mmZ:0.01mm

X:59.18mmY:-0.15mmZ:9.47mm

X:59.17mmY:-1.17mmZ:9.89mmy:-1.17mmz:9.89mm

X:59.13mmY:0.01mmZ:-0.01mm

X:78.22mmY:-0.03mm

X:59.21mmY:-0.11mmZ:9.64mm

X:59.21mmY:-0.1mm

X:98.49mmY:-0.07mm

X:59.28mmY:0.01mmZ:-0.01mm

X:59.18mmY:-0.15mmZ:9.47mm

X:59.14mmY:-0.09mmZ:0.03mm

X:78.22mmY:-0.03mm

X:59.13mmY:0.01mmZ:0.01mm

X:59.28mmY:0.01mmZ:-0.01mm

X:59.18mmY:-0.15mmZ:9.47mm

X:59.18mmY:-0.15mmZ:9.47mm

X:59.21mmY:-0.1mmX:59.13mm

Y:0.01mmZ:0.01mm

X:59.21mmY:-0.11mmZ:9.64mm

X:60.12mmY:-2.3mmZ:8.62mmy:-25.4mmz:8.62mm

X:59.21mmY:-0.11mmZ:9.64mm

X:59.14mmY:-0.09mmZ:0.03mm

X:60.02mmY:1.91mmZ:4.93mmy:25mm

z:4.93mm

X:59.28mmY:0.01mmZ:-0.01mm

X:78.22mmY:-0.03mmX:78.22mmY:-0.03mm

X:59.28mmY:0.01mmZ:0.01mm

X:59.13mmY:0.01mmZ:-0.01mm

X:98.49mmY:-0.07mmX:98.49mmY:-0.07mm

X:59.13mmY:0.01mmZ:0.01mm

X:59.21mmY:-0.1mm

X:56.08mmY:-0.2mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:54.38mmY:-0.1mm

X:56.08mmY:-0.2mm

X:59.21mmY:-0.1mm

X:54.38mmY:-0.1mm

X:59.14mmY:-0.09mmZ:0.03mm

X:59.21mmY:-0.1mm

X:54.38mmY:-0.1mmX:54.38mmY:-0.1mm

X:59.21mmY:-0.1mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:56.08mmY:-0.2mmX:56.08mmY:-0.2mm

X:59.14mmY:-0.09mmZ:0.03mm

X:59.28mmY:0.01mmZ:0.01mm

X:59.21mmY:-0.11mmZ:-9.64mm

X:59.23mmY:-0.54mm

Z:-10.26mmy:-0.54mm

z:-10.26mm

X:59.13mmY:0.01mmZ:-0.01mm

X:59.18mmY:-0.15mmZ:-9.47mm

X:59.17mmY:-1.17mmZ:-9.89mmy:-1.17mmz:-9.89mm

X:59.21mmY:-0.11mmZ:-9.64mm

X:59.21mmY:-0.1mm

X:59.18mmY:-0.15mmZ:-9.47mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:59.28mmY:0.01mmZ:0.01mm

X:59.18mmY:-0.15mmZ:-9.47mm

X:59.18mmY:-0.15mmZ:-9.47mm

X:59.21mmY:-0.1mmX:59.13mm

Y:0.01mmZ:-0.01mm

X:59.21mmY:-0.11mmZ:-9.64mm

X:60.12mmY:-2.3mm

Z:-8.62mmy:-25.4mmz:-8.62mm

X:59.21mmY:-0.11mmZ:-9.64mm

X:59.14mmY:-0.09mmZ:-0.03mm

X:60.02mmY:1.91mmZ:-4.93mm

y:25mmz:-4.93mm

6

naeem
Typewritten Text
Service Wind Deflection
naeem
Typewritten Text
3x3 Heavy Duty - Service Wind Deflection
Page 8: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 7 Apr 2015, 4:44 pm

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:23, Load: None, Disp: None, Moment: 0.011059, Shear: None, Axial: None, Torsion: None

X

Y

Z(20,30)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

-0.05kNm

0.01kNm0.02kNm

-0.02kNm

-0.02kNm

0.01kNm

0.13kNm

-0.32kNm

0.13kNm

-0.32kNm

0.08kNm

-0.26kNm

0.08kNm

-0.26kNm

-0.49kNm

0.55kNm

-0.49kNm

0.56kNm

-0.51kNm

0.13kNm

-0.04kNm

-0.06kNm

0.02kNm0.02kNm

-0.02kNm

-0.02kNm

0.01kNm

0.03kNm

-0.11kNm

-0.03kNm

0.03kNm

-0.04kNm0.04kNm

0.12kNm

-0.04kNm

0.03kNm

-0.1kNm

-0.01kNm

-0.02kNm

0.01kNm

-0.02kNm

-0.01kNm

0.01kNm

0.01kNm-0.01kNm

-0.01kNm

0.01kNm

-0.01kNm

-0.01kNm

-0.05kNm

0.01kNm0.02kNm

0.13kNm

-0.04kNm

-0.06kNm

0.02kNm0.02kNm

0.03kNm

-0.11kNm

-0.03kNm

0.03kNm

-0.04kNm0.04kNm

0.12kNm

-0.04kNm

0.03kNm

-0.1kNm

7

naeem
Typewritten Text
Bending Moment
naeem
Typewritten Text
Max BM = 0.43kN-m Capacity = 0.88kN-m
naeem
Typewritten Text
3x3 Heavy Duty - Bending Moment
Page 9: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 8 Apr 2015, 11:32 am

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:23, Load: None, Disp: 0.765635, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,30)

Sections:1 ALRT-40-1.6

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

X:111.3mmZ:-0.02mm

X:111.22mmY:-0.15mmZ:16.92mm

X:111.24mmY:-0.99mm

Z:18mmy:-0.99mm

z:18mm

X:111.3mmZ:0.02mm

X:174.46mmY:-0.13mm

X:111.3mmZ:0.02mm

X:111.13mmZ:-0.02mm

X:112.97mmZ:0.02mmy:112.97mmz:0.02mm

X:111.3mmZ:-0.02mm

X:111.13mmZ:0.02mm

X:112.97mmZ:-0.02mmy:112.97mmz:-0.02mm

X:111.22mmY:-0.12mm

X:111.14mmY:-0.11mmZ:-0.04mm

X:112.86mmY:-0.12mmZ:-0.13mmy:112.86mmz:-0.13mm

X:111.22mmY:-0.12mm

X:111.14mmY:-0.11mmZ:0.04mm

X:112.86mmY:-0.12mmZ:0.13mmy:112.86mmz:0.13mm

X:111.13mmZ:-0.02mm

X:111.13mmZ:0.02mm

X:111.14mmY:-0.11mmZ:-0.04mm

X:111.14mmY:-0.11mmZ:0.04mm

X:111.13mmZ:0.02mm

X:111.18mmY:-0.18mmZ:16.75mm

X:111.17mmY:-2.04mmZ:17.51mmy:-2.04mmz:17.51mm

X:111.13mmZ:-0.02mm

X:148.42mmY:-0.05mm

X:111.22mmY:-0.15mmZ:16.92mm

X:111.22mmY:-0.12mm

X:174.46mmY:-0.13mm

X:111.3mmZ:-0.02mm

X:111.18mmY:-0.18mmZ:16.75mm

X:111.14mmY:-0.11mmZ:0.04mm

X:148.42mmY:-0.05mm

X:111.13mmZ:0.02mm

X:111.3mmZ:-0.02mm

X:111.18mmY:-0.18mmZ:16.75mm

X:111.18mmY:-0.18mmZ:16.75mm

X:111.22mmY:-0.12mm

X:111.13mmZ:0.02mm

X:111.22mmY:-0.15mmZ:16.92mmX:112.87mm

Y:-4.12mmZ:15.26mmy:-47.51mmz:15.26mm

X:111.22mmY:-0.15mmZ:16.92mm

X:111.14mmY:-0.11mmZ:0.04mm

X:112.75mmY:3.63mmZ:8.7mmy:47mmz:8.7mm

X:111.3mmZ:-0.02mm

X:148.42mmY:-0.05mmX:148.42mmY:-0.05mm

X:111.3mmZ:0.02mm

X:111.13mmZ:-0.02mm

X:174.46mmY:-0.13mmX:174.46mmY:-0.13mm

X:111.13mmZ:0.02mm

X:111.22mmY:-0.12mm

X:105.88mmY:-0.28mm

X:111.14mmY:-0.11mmZ:-0.04mm

X:102.75mmY:-0.13mm

X:105.88mmY:-0.28mm

X:111.22mmY:-0.12mm

X:102.75mmY:-0.13mm

X:111.14mmY:-0.11mmZ:0.04mm

X:111.22mmY:-0.12mm

X:102.75mmY:-0.13mmX:102.75mmY:-0.13mm

X:111.22mmY:-0.12mm

X:111.14mmY:-0.11mmZ:-0.04mmX:105.88mm

Y:-0.28mmX:105.88mmY:-0.28mm

X:111.14mmY:-0.11mmZ:0.04mm

X:111.3mmZ:0.02mm

X:111.22mmY:-0.15mmZ:-16.92mm

X:111.24mmY:-0.99mm

Z:-18mmy:-0.99mm

z:-18mmX:111.13mmZ:-0.02mm

X:111.18mmY:-0.18mmZ:-16.75mm

X:111.17mmY:-2.04mm

Z:-17.51mmy:-2.04mm

z:-17.51mm

X:111.22mmY:-0.15mmZ:-16.92mm

X:111.22mmY:-0.12mm

X:111.18mmY:-0.18mmZ:-16.75mm

X:111.14mmY:-0.11mmZ:-0.04mm

X:111.3mmZ:0.02mm

X:111.18mmY:-0.18mmZ:-16.75mm

X:111.18mmY:-0.18mmZ:-16.75mm

X:111.22mmY:-0.12mm

X:111.13mmZ:-0.02mm

X:111.22mmY:-0.15mmZ:-16.92mmX:112.87mm

Y:-4.12mmZ:-15.26mmy:-47.51mmz:-15.26mm

X:111.22mmY:-0.15mmZ:-16.92mm

X:111.14mmY:-0.11mmZ:-0.04mm

X:112.75mmY:3.63mmZ:-8.7mmy:47mm

z:-8.7mm

8

naeem
Typewritten Text
3x3 Prolite - Service Wind Deflection
Page 10: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.01 - RC ENGINEERING CONSULTANCY 8 Apr 2015, 11:19 am

Job: C:\Users\yasin\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:29, Load: None, Disp: None, Moment: 0.01106, Shear: None, Axial: None, Torsion: None

X

Y

Z(-35,20)

Sections:1 ALRT-40-1.6

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

-0.04kNm 0.01kNm

0.02kNm

-0.02kNm

-0.02kNm0.01kNm

0.09kNm

-0.23kNm

0.09kNm

-0.23kNm

0.06kNm

-0.2kNm

0.06kNm

-0.2kNm

-0.38kNm

0.43kNm

-0.38kNm

0.43kNm

-0.39kNm

0.43kNm

-0.39kNm

0.43kNm

0.09kNm

-0.03kNm

-0.05kNm 0.01kNm0.02kNm-0.02kNm

-0.02kNm0.01kNm

0.03kNm

-0.09kNm

-0.02kNm

0.03kNm

-0.03kNm

0.03kNm

0.09kNm

-0.03kNm

0.02kNm-0.08kNm

-0.01kNm

-0.02kNm0.01kNm

-0.02kNm

-0.01kNm0.01kNm

0.01kNm

0.01kNm

-0.04kNm 0.01kNm

0.02kNm

0.09kNm

-0.03kNm

-0.05kNm 0.01kNm0.02kNm

0.03kNm

-0.09kNm

-0.02kNm

0.03kNm

-0.03kNm

0.03kNm

0.09kNm

-0.03kNm

0.02kNm-0.08kNm

9

naeem
Typewritten Text
Max BM = 0.43kN-m Capacity = 0.45kN-m
naeem
Typewritten Text
Bending Moment
naeem
Typewritten Text
3x3 Prolite - Bending Moment
Page 11: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 2 Apr 2015, 11:07 am

Reaction uplift

Job: C:\Users\naeem\Documents\10594Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:47, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(30,25)

Sections:1 ALRT-50-2

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

-0.59kN

-0.09kN

-0.04kNm0.55kNm

-0.59kN

-0.09kN

0.04kNm0.55kNm -0.6kN

0.93kN

0.01kNm0.56kNm

-0.6kN

0.93kN

-0.01kNm0.56kNm

10

naeem
Typewritten Text
Max Uplift = 0.09kN Weight Required = 20kG min on Each
naeem
Typewritten Text
3x3 Marquee - Uplift
Page 12: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

Phone: 03 9357 7744 Email: [email protected]

Address: U2, 1880 Hume Hwy Campbellfield VIC

6x3 PROLITE & HEAVY DUTY MARQUEE

11

Page 13: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

12

Page 14: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 10:53 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:47, Load: None, Disp: 1.869226, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-40-1.6 2 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:13 (SW) g+.67wl

Y:-0.08mmZ:42.19mm

X:0.01mmY:-0.19mmZ:49.05mm

X:0.01mmY:-0.03mmZ:55.41mm

X:0.04mmY:-0.02mmZ:55.32mm

X:0.09mmY:-0.03mmZ:56.09mm

y:0.09mmz:56.09mm

X:-0.01mmY:-0.08mmZ:55.43mm

X:-0.01mmY:-0.19mmZ:49.05mm

X:-0.01mmY:-0.03mmZ:55.41mm

Y:-0.24mmZ:55.4mm

X:0.64mmY:-0.98mmZ:55.41mmy:-0.98mmz:-0.64mm

X:-0.01mmY:-0.03mmZ:55.41mm

X:-0.04mmY:-0.02mmZ:55.32mm

X:-0.09mmY:-0.03mmZ:56.09mmy:-0.09mmz:56.09mm

X:-0.01mmY:-0.08mmZ:55.43mm

X:-0.03mmY:-0.08mmZ:55.41mm

X:-0.06mmY:-0.08mmZ:56.59mmy:-0.06mmz:56.59mm

Y:-0.02mmZ:42.17mm

Y:-0.01mmZ:42.08mm

Y:-0.02mmZ:42.75mmz:42.75mm

Y:-0.08mmZ:42.19mm

Y:-0.07mmZ:42.14mm

Y:-0.08mmZ:43.02mmz:43.02mm

X:0.01mmY:-0.08mmZ:55.43mm

X:0.03mmY:-0.08mmZ:55.41mm

X:0.06mmY:-0.08mmZ:56.59mm

y:0.06mmz:56.59mm

X:0.04mmY:-0.02mmZ:55.32mm

X:0.03mmY:-0.08mmZ:55.41mm

Y:-0.07mmZ:42.14mm

X:0.01mmY:-0.09mmZ:47.78mm

X:-0.04mmY:-0.02mmZ:55.32mm

X:-0.03mmY:-0.08mmZ:55.41mm

Y:-0.01mmZ:42.08mm

Y:-0.07mmZ:42.14mm

X:-0.03mmY:-0.08mmZ:55.41mm

X:-0.01mmY:-0.09mmZ:47.78mm X:0.01mm

Y:-0.19mmZ:49.05mm

X:0.01mmY:-0.08mmZ:55.43mm

X:0.01mmY:-0.09mmZ:47.78mm

X:0.03mmY:-0.08mmZ:55.41mm

X:-0.04mmY:-0.02mmZ:55.32mm

X:-0.2mmY:-0.04mmZ:55.39mm

X:0.71mmY:-1.98mmZ:55.34mmy:-1.98mmz:-0.71mm

Y:-0.08mmZ:42.19mm

X:0.01mmY:-0.09mmZ:47.78mm

X:0.01mmY:-0.09mmZ:47.78mm

X:0.01mmY:-0.08mmZ:55.43mm

X:-0.01mmY:-0.19mmZ:49.05mm

Y:-0.08mmZ:42.19mm

Y:-0.24mmZ:55.4mm

X:-0.01mmY:-0.08mmZ:55.43mm

X:-0.7mmY:-1.25mmZ:55.42mmy:-1.25mm

z:0.7mm

X:-0.01mmY:-0.09mmZ:47.78mm

Y:-0.07mmZ:42.14mmY:-0.07mmZ:42.14mm

X:0.01mmY:-0.19mmZ:49.05mm

X:0.01mmY:-0.19mmZ:49.05mm

X:0.03mmY:-0.08mmZ:55.41mm

X:0.03mmY:-0.08mmZ:55.44mmy:-0.06mmz:55.44mm

X:-0.2mmY:-0.04mmZ:55.39mm

X:-0.03mmY:-0.08mmZ:55.41mm

X:-0.91mmY:2.1mm

Z:55.4mmy:2.1mm

z:0.91mm

X:-0.01mmY:-0.08mmZ:55.43mm

X:-0.01mmY:-0.09mmZ:47.78mm

X:-0.01mmY:-0.09mmZ:47.78mm

Y:-0.08mmZ:42.19mm

X:-0.03mmY:-0.08mmZ:55.41mm

X:-0.01mmY:-0.19mmZ:49.05mm

X:-0.03mmY:-0.08mmZ:55.44mmy:-0.06mmz:55.44mm

X:-0.01mmY:-0.19mmZ:49.05mm

Y:-0.07mmZ:42.14mm

X:0.01mmY:-0.03mmZ:55.41mm

Y:-0.24mmZ:55.4mm

X:-0.64mmY:-0.98mmZ:55.41mmy:-0.98mmz:0.64mm

X:-0.01mmY:-0.08mmZ:55.43mm

X:-0.2mmY:-0.04mmZ:55.39mmX:-0.72mm

Y:-0.71mmZ:55.69mmy:-22.22mmz:-0.72mm

X:-0.2mmY:-0.04mmZ:55.39mm

X:-0.01mmY:-0.03mmZ:55.41mm

X:0.18mmZ:55.42mmy:21.46mmz:0.18mm X:-0.04mm

Y:-0.02mmZ:55.32mmY:-0.24mm

Z:55.4mm

X:0.73mmY:-2.02mmZ:56.16mmy:-23.61mmz:-0.73mm

Y:-0.24mmZ:55.4mm

X:-0.03mmY:-0.08mmZ:55.41mm

X:-0.84mmY:2.02mm

Z:56.31mmy:23.66mmz:0.84mm

X:0.04mmY:-0.02mmZ:55.32mm

X:0.2mmY:-0.04mmZ:55.39mm

X:-0.71mmY:-1.98mmZ:55.34mmy:-1.98mmz:0.71mm

Y:-0.02mmZ:42.17mm

Y:-0.15mmZ:42.15mm

Y:-0.42mmZ:42.16mmy:-0.42mm

Y:-0.01mmZ:42.08mm

Y:-0.04mmZ:42.14mm

Y:-1.6mmZ:42.1mmy:-1.6mm

Y:-0.15mmZ:42.15mm

Y:-0.08mmZ:42.19mm

Y:-0.65mmZ:42.18mmy:-0.65mm

Y:-0.04mmZ:42.14mm

Y:-0.07mmZ:42.14mm

Y:1.62mmZ:42.14mm

y:1.62mm

Y:-0.08mmZ:42.19mm

Y:-0.04mmZ:42.14mm

Y:-0.5mmZ:42.35mmy:-16.86mm

Y:-0.04mmZ:42.14mm

Y:-0.02mmZ:42.17mm

Y:0.1mmZ:42.21mmy:16.44mm

Y:-0.01mmZ:42.08mm

Y:-0.15mmZ:42.15mm

Y:-1.62mmZ:42.76mmy:-18.05mmY:-0.15mmZ:42.15mm

Y:-0.07mmZ:42.14mm

Y:1.57mmZ:42.85mmy:18.04mm

Y:-0.24mmZ:55.4mm

X:0.01mmY:-0.08mmZ:55.43mm

X:0.7mmY:-1.25mmZ:55.42mmy:-1.25mm

z:-0.7mm

X:-0.01mmY:-0.03mmZ:55.41mm

X:-0.01mmY:-0.14mmZ:49.01mm

X:-0.04mmY:-0.02mmZ:55.32mm

X:-0.01mmY:-0.02mmZ:47.43mm

X:-0.01mmY:-0.14mmZ:49.01mm

Y:-0.02mmZ:42.17mmX:-0.01mm

Y:-0.02mmZ:47.43mm

Y:-0.01mmZ:42.08mm

X:-0.01mmY:-0.03mmZ:55.41mm

X:-0.01mmY:-0.02mmZ:47.43mm

X:-0.01mmY:-0.02mmZ:47.43mm

Y:-0.02mmZ:42.17mm

X:-0.04mmY:-0.02mmZ:55.32mm

X:-0.01mmY:-0.14mmZ:49.01mm

X:-0.04mmY:-0.02mmZ:55.32mmz:55.32mm

X:-0.01mmY:-0.14mmZ:49.01mm

Y:-0.01mmZ:42.08mm

X:0.2mmY:-0.04mmZ:55.39mm

X:0.03mmY:-0.08mmZ:55.41mm

X:0.91mmY:2.1mm

Z:55.4mmy:2.1mm

z:-0.91mm

X:0.01mmY:-0.08mmZ:55.43mm

X:0.2mmY:-0.04mmZ:55.39mmX:0.72mm

Y:-0.71mmZ:55.69mmy:-22.22mmz:0.72mm

X:0.2mmY:-0.04mmZ:55.39mm

X:0.01mmY:-0.03mmZ:55.41mm

X:-0.18mmZ:55.42mmy:21.46mmz:-0.18mm X:0.04mm

Y:-0.02mmZ:55.32mmY:-0.24mm

Z:55.4mm

X:-0.73mmY:-2.02mmZ:56.16mmy:-23.61mmz:0.73mm

Y:-0.24mmZ:55.4mm

X:0.03mmY:-0.08mmZ:55.41mm

X:0.84mmY:2.02mm

Z:56.31mmy:23.66mmz:-0.84mm

Y:-0.02mmZ:42.17mm

X:0.01mmY:-0.14mmZ:49.01mm

Y:-0.01mmZ:42.08mm

X:0.01mmY:-0.02mmZ:47.43mm

X:0.01mmY:-0.14mmZ:49.01mm

X:0.01mmY:-0.03mmZ:55.41mm

X:0.01mmY:-0.02mmZ:47.43mm

X:0.04mmY:-0.02mmZ:55.32mm

Y:-0.02mmZ:42.17mm

X:0.01mmY:-0.02mmZ:47.43mm

X:0.01mmY:-0.02mmZ:47.43mm

X:0.01mmY:-0.03mmZ:55.41mm

Y:-0.01mmZ:42.08mm

X:0.01mmY:-0.14mmZ:49.01mm

X:0.01mmY:-0.14mmZ:49.01mm

X:0.04mmY:-0.02mmZ:55.32mm

X:0.04mmY:-0.02mmZ:55.32mmz:55.32mm

13

naeem
Typewritten Text
Service Wind Deflection = 55mm
Page 15: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 10:54 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:47, Load: None, Disp: 1.869226, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-40-1.6 2 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

X:18.93mmY:-0.05mm

X:18.92mmY:-0.17mmZ:-0.04mm

X:18.93mmY:-0.7mmZ:-0.01mmy:-0.7mm

z:-0.01mm

X:18.92mmY:-0.07mmZ:0.01mm

X:18.93mmY:-0.06mmZ:-0.03mm

X:19.26mmY:-0.07mmZ:-0.07mmy:19.26mmz:-0.07mm

X:18.95mmY:-0.04mmZ:-0.01mm

X:18.93mmY:-0.09mmZ:-0.04mm

X:18.94mmY:-0.7mm

Z:-0.01mmy:-0.7mm

z:-0.01mm

X:18.95mmY:-0.04mmZ:0.01mm

X:19.52mmY:-0.18mm

X:18.95mmY:-0.04mmZ:0.01mm

X:18.92mmY:-0.04mmZ:-0.03mm

X:19.41mmY:-0.04mmZ:-0.07mmy:19.41mmz:-0.07mm

X:18.95mmY:-0.04mmZ:-0.01mm

X:18.92mmY:-0.04mmZ:0.03mm

X:19.41mmY:-0.04mmZ:0.07mmy:19.41mmz:0.07mm

X:18.93mmY:-0.05mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:19.25mmY:-0.05mmZ:-0.02mmy:19.25mmz:-0.02mm

X:18.93mmY:-0.05mm

X:18.89mmY:-0.04mmZ:0.01mm

X:19.25mmY:-0.05mmZ:0.02mmy:19.25mmz:0.02mm X:18.92mm

Y:-0.07mmZ:-0.01mm

X:18.93mmY:-0.06mmZ:0.03mm

X:19.26mmY:-0.07mmZ:0.07mmy:19.26mmz:0.07mm

X:18.93mmY:-0.06mmZ:-0.03mm

X:18.93mmY:-0.06mmZ:0.03mm

X:18.89mmY:-0.04mmZ:0.01mm

X:18.92mmY:-0.08mmZ:0.1mm

X:18.9mmY:-0.86mmZ:-0.01mmy:-0.86mmz:-0.01mm

X:18.92mmY:-0.04mmZ:-0.03mm

X:18.92mmY:-0.04mmZ:0.03mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:18.89mmY:-0.04mmZ:0.01mm

X:18.92mmY:-0.04mmZ:0.03mm

X:18.92mmY:-0.08mmZ:0.11mm

X:18.92mmY:-0.95mmZ:0.02mmy:-0.95mmz:0.02mm X:18.92mm

Y:-0.17mmZ:-0.04mm

X:18.92mmY:-0.07mmZ:-0.01mm

X:18.92mmY:-0.93mmZ:-0.04mmy:-0.93mmz:-0.04mm

X:18.92mmY:-0.08mmZ:0.1mm

X:18.93mmY:-0.06mmZ:0.03mm

X:18.93mmY:0.58mmZ:0.08mmy:0.58mmz:0.08mm

X:18.92mmY:-0.04mmZ:-0.03mm

X:18.78mmY:-0.07mm

X:18.93mmY:-0.05mm

X:18.92mmY:-0.08mmZ:0.1mm

X:18.97mmY:0.05mmZ:0.05mmy:7.39mmz:0.05mm

X:18.92mmY:-0.08mmZ:0.1mm

X:18.92mmY:-0.07mmZ:-0.01mm

X:19.03mmY:-0.35mmZ:0.07mmy:-7.69mmz:0.07mm

X:18.93mmY:-0.09mmZ:-0.04mm

X:18.93mmY:-0.05mm

X:18.93mmY:-0.73mmZ:-0.04mmy:-0.73mmz:-0.04mm

X:19.52mmY:-0.18mm

X:18.95mmY:-0.04mmZ:-0.01mm

X:18.92mmY:-0.08mmZ:0.11mm

X:18.89mmY:-0.04mmZ:0.01mm

X:18.9mmY:0.72mmZ:0.08mmy:0.72mmz:0.08mm

X:18.89mmY:-0.04mmZ:0.01mm

X:18.92mmY:-0.17mmZ:-0.04mm

X:19.24mmY:-0.89mmZ:-0.03mmy:-8.27mmz:-0.03mm

X:18.92mmY:-0.17mmZ:-0.04mm

X:18.93mmY:-0.06mmZ:0.03mm

X:19.2mmY:0.54mmZ:0.05mmy:7.93mmz:0.05mm

X:18.78mmY:-0.07mm

X:18.92mmY:-0.04mmZ:0.03mm

X:18.95mmY:-0.04mmZ:-0.01mm

X:18.92mmY:-0.08mmZ:0.11mm

X:18.98mmY:0.03mmZ:0.07mmy:7.38mmz:0.07mm

X:18.92mmY:-0.08mmZ:0.11mm

X:18.93mmY:-0.05mm

X:18.98mmY:-0.19mmZ:0.01mmy:-7.52mmz:0.01mm

X:18.92mmY:-0.04mmZ:0.03mm

X:18.93mmY:-0.09mmZ:-0.04mm

X:19.29mmY:-0.95mmZ:-0.01mmy:-8.35mmz:-0.01mm

X:18.93mmY:-0.09mmZ:-0.04mm

X:18.89mmY:-0.04mmZ:0.01mm

X:19.23mmY:0.7mm

Z:0.05mmy:8.09mmz:0.05mm

X:18.92mmY:-0.07mmZ:0.01mm

X:19.36mmY:-0.21mm

X:18.95mmY:-0.04mmZ:-0.01mm

X:18.78mmY:-0.07mmX:19.06mm

Y:-0.27mmZ:0.09mmy:-0.28mmz:19.06mm

X:18.78mmY:-0.07mm

X:18.95mmY:-0.04mmZ:0.01mm

X:19.06mmY:-0.27mmZ:-0.09mmy:-0.28mmz:19.06mm

X:18.92mmY:-0.04mmZ:-0.03mmX:19.52mm

Y:-0.18mmX:19.52mmY:-0.18mm

X:18.92mmY:-0.04mmZ:0.03mm

X:18.93mmY:-0.06mmZ:-0.03mm

X:18.98mmY:-0.1mm

X:18.93mmY:-0.05mm

X:19.45mmY:-0.12mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:18.8mmY:-0.07mm

X:19.45mmY:-0.12mm

X:18.93mmY:-0.05mm

X:18.8mmY:-0.07mm

X:18.89mmY:-0.04mmZ:0.01mm

X:18.93mmY:-0.05mm

X:18.8mmY:-0.07mmX:19.06mm

Y:-0.15mmZ:0.03mmy:-0.15mmz:19.06mm

X:18.8mmY:-0.07mm

X:18.93mmY:-0.05mm

X:19.06mmY:-0.15mmZ:-0.03mmy:-0.15mmz:19.06mm

X:18.89mmY:-0.04mmZ:-0.01mmX:19.45mm

Y:-0.12mmX:19.45mmY:-0.12mm

X:18.89mmY:-0.04mmZ:0.01mm

X:19.36mmY:-0.21mm

X:18.92mmY:-0.07mmZ:-0.01mm

X:18.95mmY:-0.04mmZ:0.01mm

X:18.93mmY:-0.09mmZ:0.04mm

X:18.94mmY:-0.7mmZ:0.01mmy:-0.7mmz:0.01mm

X:18.92mmY:-0.04mmZ:-0.03mm

X:18.92mmY:-0.08mmZ:-0.11mm

X:18.92mmY:-0.95mmZ:-0.02mmy:-0.95mmz:-0.02mm

X:18.93mmY:-0.09mmZ:0.04mm

X:18.93mmY:-0.05mm

X:18.93mmY:-0.73mmZ:0.04mmy:-0.73mmz:0.04mm

X:18.92mmY:-0.08mmZ:-0.11mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:18.9mmY:0.72mmZ:-0.08mmy:0.72mmz:-0.08mm

X:18.95mmY:-0.04mmZ:0.01mm

X:18.92mmY:-0.08mmZ:-0.11mm

X:18.98mmY:0.03mmZ:-0.07mmy:7.38mmz:-0.07mm

X:18.92mmY:-0.08mmZ:-0.11mm

X:18.93mmY:-0.05mm

X:18.98mmY:-0.19mmZ:-0.01mmy:-7.52mmz:-0.01mm

X:18.92mmY:-0.04mmZ:-0.03mm

X:18.93mmY:-0.09mmZ:0.04mm

X:19.29mmY:-0.95mmZ:0.01mmy:-8.35mmz:0.01mm

X:18.93mmY:-0.09mmZ:0.04mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:19.23mmY:0.7mm

Z:-0.05mmy:8.09mmz:-0.05mm

X:18.98mmY:-0.1mm

X:18.93mmY:-0.06mmZ:0.03mm

X:18.92mmY:-0.07mmZ:-0.01mm

X:18.98mmY:-0.1mmX:19.15mm

Y:-0.28mmZ:0.08mmy:-0.29mmz:19.15mm

X:18.98mmY:-0.1mm

X:18.92mmY:-0.07mmZ:0.01mm

X:19.15mmY:-0.28mmZ:-0.08mmy:-0.29mmz:19.15mm

X:18.93mmY:-0.06mmZ:-0.03mmX:19.36mm

Y:-0.21mmX:19.36mmY:-0.21mm

X:18.93mmY:-0.06mmZ:0.03mm

X:18.93mmY:-0.05mm

X:18.92mmY:-0.17mmZ:0.04mm

X:18.93mmY:-0.7mmZ:0.01mmy:-0.7mmz:0.01mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:18.92mmY:-0.08mmZ:-0.1mm

X:18.9mmY:-0.86mmZ:0.01mmy:-0.86mmz:0.01mm

X:18.92mmY:-0.17mmZ:0.04mm

X:18.92mmY:-0.07mmZ:0.01mm

X:18.92mmY:-0.93mmZ:0.04mmy:-0.93mmz:0.04mm

X:18.92mmY:-0.08mmZ:-0.1mm

X:18.93mmY:-0.06mmZ:-0.03mm

X:18.93mmY:0.58mmZ:-0.08mmy:0.58mmz:-0.08mm

X:18.93mmY:-0.05mm

X:18.92mmY:-0.08mmZ:-0.1mm

X:18.97mmY:0.05mmZ:-0.05mmy:7.39mmz:-0.05mm

X:18.92mmY:-0.08mmZ:-0.1mm

X:18.92mmY:-0.07mmZ:0.01mm

X:19.03mmY:-0.35mmZ:-0.07mmy:-7.69mmz:-0.07mm

X:18.89mmY:-0.04mmZ:-0.01mm

X:18.92mmY:-0.17mmZ:0.04mm

X:19.24mmY:-0.89mmZ:0.03mmy:-8.27mmz:0.03mm

X:18.92mmY:-0.17mmZ:0.04mm

X:18.93mmY:-0.06mmZ:-0.03mm

X:19.2mmY:0.54mmZ:-0.05mmy:7.93mmz:-0.05mm

14

naeem
Typewritten Text
Service Wind Deflection = 19mm
Page 16: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 10:55 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:58, Load: None, Disp: None, Moment: 0.065919, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-40-1.6 2 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:3 WL

0.03kNm-0.01kNm

0.05kNm

-0.15kNm-0.01kNm

-0.01kNm

0.02kNm 0.05kNm

-0.15kNm

0.08kNm

-0.12kNm-0.12kNm

0.12kNm

-0.4kNm

0.17kNm

-0.34kNm

0.08kNm

-0.12kNm-0.12kNm

-0.29kNm

0.32kNm

-0.28kNm

0.32kNm

0.02kNm

-0.29kNm

0.32kNm

-0.28kNm

0.32kNm

-0.75kNm

0.83kNm

-0.74kNm

0.83kNm

-0.02kNm

-0.01kNm-0.01kNm

-0.02kNm

0.02kNm

0.02kNm

-0.02kNm

-0.01kNm0.03kNm

-0.02kNm

0.02kNm 0.01kNm0.01kNm 0.01kNm

-0.03kNm

-0.02kNm

-0.02kNm

0.02kNm

-0.03kNm0.01kNm 0.01kNm

0.01kNm

-0.02kNm0.01kNm

-0.01kNm

0.02kNm

-0.02kNm-0.02kNm

0.02kNm

-0.01kNm-0.01kNm

-0.02kNm-0.01kNm0.03kNm

0.02kNm

-0.02kNm

0.02kNm

-0.03kNm0.01kNm 0.01kNm

0.01kNm

0.02kNm

-0.01kNm

0.01kNm

-0.02kNm

0.02kNm

0.03kNm-0.01kNm

0.02kNm-0.01kNm

-0.01kNm

-0.02kNm

0.02kNm

-0.02kNm

0.01kNm0.01kNm 0.01kNm

-0.03kNm

15

naeem
Typewritten Text
Ultimate Bending Moment = 0.83kN-m Post Capacity = 1.0kN-m for Middle Posts Post Capacity = 0.37kN-m for Other Posts
Page 17: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 10:56 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:58, Load: None, Disp: None, Moment: 0.065919, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-40-1.6 2 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:4 WL1

-0.01kNm0.01kNm

0.02kNm

-0.06kNm-0.02kNm

0.01kNm

0.05kNm

-0.03kNm-0.06kNm

0.05kNm

-0.03kNm-0.06kNm

0.07kNm

-0.25kNm

0.07kNm

-0.25kNm

0.02kNm

-0.06kNm

-0.12kNm

0.14kNm

-0.12kNm

0.14kNm

0.03kNm-0.01kNm

-0.12kNm

0.13kNm

-0.12kNm

0.13kNm

-0.41kNm

0.46kNm

-0.41kNm

0.46kNm

0.04kNm-0.01kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm

-0.01kNm

0.01kNm -0.01kNm0.01kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm 0.03kNm-0.01kNm 0.01kNm

-0.02kNm

-0.02kNm

0.01kNm -0.01kNm0.01kNm

0.03kNm-0.01kNm 0.01kNm

-0.03kNm

-0.02kNm0.01kNm

0.04kNm-0.01kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm

-0.02kNm

0.01kNm -0.01kNm0.01kNm

0.03kNm-0.01kNm 0.01kNm

-0.03kNm

-0.01kNm0.01kNm

0.03kNm-0.01kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm

-0.01kNm

0.01kNm -0.01kNm0.01kNm

0.03kNm-0.01kNm 0.01kNm

-0.02kNm

16

Page 18: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 10:57 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:58, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-40-1.6 2 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:10 .67wl

-0.18kN

-0.23kN

-0.21kNm

0.18kN-0.23kN

-0.21kNm

-0.46kN

-0.6kN

-0.56kNm

0.46kN-0.59kN

-0.55kNm

-0.18kN

-0.23kN

-0.21kNm

0.18kN-0.23kN

-0.21kNm

17

naeem
Typewritten Text
Max Uplift on Middle Post = 46kG Middle Post Max Uplift on Middle Post = 23kG External Post
Page 19: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:51 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:60, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

18

naeem
Typewritten Text
6x3 Heavy Duty Post
Page 20: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:55 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:60, Load: None, Disp: 1.869226, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:10 .67wl

Y:-0.02mmZ:28.81mm

Y:-0.02mmZ:26.78mm

Y:0.02mmZ:22.54mm

Y:0.02mmZ:22.5mm

X:-0.01mmY:0.02mm

Z:22.85mmy:-0.01mmz:22.85mm

Y:-0.02mmZ:22.55mm

Y:-0.02mmZ:26.78mm

Y:0.02mmZ:22.54mm

Y:-0.02mmZ:22.53mm

X:-0.37mmY:0.06mm

Z:22.53mmy:0.06mmz:0.37mm

Y:0.02mmZ:22.54mm

Y:0.02mmZ:22.5mm

X:0.01mmY:0.02mm

Z:22.85mmy:0.01mm

z:22.85mm

Y:-0.02mmZ:22.55mm

Y:-0.02mmZ:22.51mm

X:-0.01mmY:-0.02mmZ:22.96mmy:-0.01mmz:22.96mm

Y:0.02mmZ:28.78mm

Y:0.02mmZ:28.73mm

Y:0.02mmZ:29.12mmz:29.12mm

Y:-0.02mmZ:28.81mm

Y:-0.02mmZ:28.76mm

Y:-0.02mmZ:29.32mmz:29.32mm

Y:-0.02mmZ:22.55mm

Y:-0.02mmZ:22.51mm

X:0.01mmY:-0.02mmZ:22.96mm

y:0.01mmz:22.96mm

Y:0.02mmZ:22.5mm

Y:-0.02mmZ:22.51mm

Y:-0.02mmZ:28.76mm

Y:-0.02mmZ:26.04mm

Y:0.02mmZ:22.5mm

Y:-0.02mmZ:22.51mm

Y:0.02mmZ:28.73mm

Y:-0.02mmZ:28.76mm

Y:-0.02mmZ:22.51mm

Y:-0.02mmZ:26.04mm Y:-0.02mm

Z:26.78mmY:-0.02mmZ:22.55mmY:-0.02mm

Z:26.04mmY:-0.02mmZ:22.51mm

Y:0.02mmZ:22.5mm

Y:0.02mmZ:22.52mm

X:-0.3mmY:-0.8mm

Z:22.51mmy:-0.8mmz:0.3mm

Y:-0.02mmZ:28.81mm

Y:-0.02mmZ:26.04mm

Y:-0.02mmZ:28.83mmy:-0.02mmz:28.83mm

Y:-0.02mmZ:26.04mm

Y:-0.02mmZ:22.55mm

Y:-0.02mmZ:26.78mm

Y:-0.02mmZ:28.81mm

Y:-0.02mmZ:22.53mm

Y:-0.02mmZ:22.55mm

X:0.38mmY:-0.15mmZ:22.54mmy:-0.15mmz:-0.38mm

Y:-0.02mmZ:26.04mm

Y:-0.02mmZ:28.76mmY:-0.02mmZ:28.76mm

Y:-0.02mmZ:26.78mmY:-0.02mm

Z:29.03mmy:-0.02mmz:29.03mm

Y:-0.02mmZ:26.78mm

Y:-0.02mmZ:22.51mm

Y:0.02mmZ:22.52mm

Y:-0.02mmZ:22.51mm

X:0.3mmY:0.88mm

Z:22.52mmy:0.88mmz:-0.3mm

Y:-0.02mmZ:22.55mm

Y:-0.02mmZ:26.04mmY:-0.02mmZ:26.04mm

Y:-0.02mmZ:28.81mm

Y:-0.02mmZ:28.83mmy:-0.02mmz:28.83mm

Y:-0.02mmZ:22.51mm

Y:-0.02mmZ:26.78mmY:-0.02mmZ:26.78mm

Y:-0.02mmZ:28.76mm

Y:-0.02mmZ:29.03mmy:-0.02mmz:29.03mm

Y:0.02mmZ:22.54mm

Y:-0.02mmZ:22.53mm

X:0.37mmY:0.06mm

Z:22.53mmy:0.06mm

z:-0.37mm

Y:-0.02mmZ:22.55mm

Y:0.02mmZ:22.52mmX:0.31mm

Y:-0.17mmZ:22.61mmy:-8.92mmz:0.31mm

Y:0.02mmZ:22.52mm

Y:0.02mmZ:22.54mm

X:-0.27mmY:0.1mm

Z:22.57mmy:8.83mm

z:-0.27mm

Y:0.02mmZ:22.5mm

Y:-0.02mmZ:22.53mm

X:-0.3mmY:-0.8mm

Z:22.85mmy:-9.58mmz:0.3mm

Y:-0.02mmZ:22.53mm

Y:-0.02mmZ:22.51mm

X:0.3mmY:0.86mm

Z:22.89mmy:9.66mmz:-0.3mm

Y:0.02mmZ:22.5mm

Y:0.02mmZ:22.52mm

X:0.3mmY:-0.8mm

Z:22.51mmy:-0.8mmz:-0.3mm

Y:0.02mmZ:28.78mm

Y:-0.04mmZ:28.78mm

Y:-0.15mmZ:28.78mmy:-0.15mm

Y:0.02mmZ:28.73mm

Y:0.03mmZ:28.76mm

Y:-0.91mmZ:28.74mmy:-0.91mm

Y:-0.04mmZ:28.78mm

Y:-0.02mmZ:28.81mm

Y:-0.2mmZ:28.8mmy:-0.2mm

Y:0.03mmZ:28.76mm

Y:-0.02mmZ:28.76mm

Y:1.06mmZ:28.76mm

y:1.06mm

Y:-0.02mmZ:28.81mm

Y:0.03mmZ:28.76mmY:-0.19mm

Z:28.87mmy:-11.35mm

Y:0.03mmZ:28.76mm

Y:0.02mmZ:28.78mmY:0.07mm

Z:28.8mmy:11.21mm Y:0.02mm

Z:28.73mmY:-0.04mmZ:28.78mm

Y:-0.92mmZ:29.13mmy:-12.13mm

Y:-0.04mmZ:28.78mm

Y:-0.02mmZ:28.76mm

Y:1.03mmZ:29.21mmy:12.26mm

Y:-0.02mmZ:22.53mm

Y:-0.02mmZ:22.55mm

X:-0.38mmY:-0.15mmZ:22.54mmy:-0.15mmz:0.38mm

Y:0.02mmZ:22.54mm

Y:0.02mmZ:26.71mmY:0.02mm

Z:22.5mmY:0.02mmZ:25.95mm

Y:0.02mmZ:26.71mm

Y:0.02mmZ:28.78mmY:0.02mm

Z:25.95mmY:0.02mmZ:28.73mm

Y:0.02mmZ:22.54mm

Y:0.02mmZ:25.95mmY:0.02mmZ:25.95mm

Y:0.02mmZ:28.78mm

Y:0.02mmZ:28.78mm

y:0.02mmz:28.78mm

Y:0.02mmZ:22.5mm

Y:0.02mmZ:26.71mmY:0.02mmZ:26.71mm

Y:0.02mmZ:28.73mm

Y:0.02mmZ:28.94mm

y:0.02mmz:28.94mm

Y:0.02mmZ:22.52mm

Y:-0.02mmZ:22.51mm

X:-0.3mmY:0.88mm

Z:22.52mmy:0.88mm

z:0.3mm

Y:-0.02mmZ:22.55mm

Y:0.02mmZ:22.52mmX:-0.31mm

Y:-0.17mmZ:22.61mmy:-8.92mmz:-0.31mm

Y:0.02mmZ:22.52mm

Y:0.02mmZ:22.54mm

X:0.27mmY:0.1mm

Z:22.57mmy:8.83mmz:0.27mm

Y:0.02mmZ:22.5mm

Y:-0.02mmZ:22.53mm

X:0.3mmY:-0.8mm

Z:22.85mmy:-9.58mmz:-0.3mm

Y:-0.02mmZ:22.53mm

Y:-0.02mmZ:22.51mm

X:-0.3mmY:0.86mm

Z:22.89mmy:9.66mm

z:0.3mm

Y:0.02mmZ:28.78mm

Y:0.02mmZ:26.71mmY:0.02mm

Z:28.73mmY:0.02mmZ:25.95mm

Y:0.02mmZ:26.71mm

Y:0.02mmZ:22.54mmY:0.02mm

Z:25.95mmY:0.02mmZ:22.5mm

Y:0.02mmZ:28.78mm

Y:0.02mmZ:25.95mm

Y:0.02mmZ:28.78mmy:0.02mmz:28.78mm

Y:0.02mmZ:25.95mm

Y:0.02mmZ:22.54mm

Y:0.02mmZ:28.73mm

Y:0.02mmZ:26.71mmY:0.02mm

Z:28.94mmy:0.02mmz:28.94mm

Y:0.02mmZ:26.71mm

Y:0.02mmZ:22.5mm

19

naeem
Typewritten Text
Max Deflection = 28mm
Page 21: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:55 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:60, Load: None, Disp: 1.869226, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:12 .67wl1

X:12mm

X:11.99mmY:0.02mm

X:11.99mmY:-0.04mmZ:0.01mmy:-0.04mmz:0.01mm

X:12mmY:-0.01mm

X:11.98mmY:-0.01mm

X:12.16mmY:-0.01mmy:12.16mm

X:12.02mmY:0.01mm

X:12.01mmY:0.02mm

X:12.02mmY:0.13mmZ:0.01mmy:0.13mmz:0.01mm

X:12.02mmY:0.01mm

X:12.34mmY:0.01mm

X:12.02mmY:0.01mm

X:12mmY:0.01mm

X:12.28mmY:0.01mmy:12.28mm

X:12.02mmY:0.01mm

X:12mmY:0.01mm

X:12.28mmY:0.01mmy:12.28mm

X:12mm

X:11.99mmX:12.12mmy:12.12mm

X:12mm

X:11.99mmX:12.12mmy:12.12mm

X:12mmY:-0.01mm

X:11.98mmY:-0.01mm

X:12.16mmY:-0.01mmy:12.16mm

X:11.98mmY:-0.01mm

X:11.98mmY:-0.01mm

X:11.99mm

X:11.99mmZ:0.01mm

X:11.99mmY:-0.32mmZ:-0.01mmy:-0.32mmz:-0.01mm

X:12mmY:0.01mm

X:12mmY:0.01mm

X:11.99mm

X:11.99mm

X:12mmY:0.01mm

X:12mmY:-0.03mmZ:-0.01mm

X:12mmY:-0.5mmZ:-0.02mmy:-0.5mm

z:-0.02mmX:11.99mmY:0.02mm

X:12mmY:-0.01mm

X:11.99mmY:0.06mmy:0.06mm

X:11.99mmZ:0.01mm

X:11.98mmY:-0.01mm

X:11.98mmY:0.42mmZ:0.02mmy:0.42mmz:0.02mm

X:12mmY:0.01mm

X:11.98mmY:0.01mm

X:12mm

X:11.99mmZ:0.01mm

X:12mmY:0.01mmZ:0.01mmy:4.66mmz:0.01mm

X:11.99mmZ:0.01mm

X:12mmY:-0.01mm

X:12.01mmY:-0.05mmZ:-0.01mm

y:-4.7mmz:-0.01mm

X:12.01mmY:0.02mm

X:12mm

X:12mmY:0.07mmZ:-0.01mmy:0.07mmz:-0.01mm

X:12.34mmY:0.01mm

X:12.02mmY:0.01mm

X:12mmY:-0.03mmZ:-0.01mm X:11.99mm

X:12mmY:0.31mmZ:0.01mmy:0.31mmz:0.01mm

X:11.99mmX:11.99mmY:0.02mmX:12.13mm

Y:-0.31mmZ:-0.01mmy:-4.98mmz:-0.01mm

X:11.99mmY:0.02mm

X:11.98mmY:-0.01mm

X:12.16mmY:0.42mmZ:0.02mmy:5.09mmz:0.02mm

X:11.98mmY:0.01mm

X:12mmY:0.01mm

X:12.02mmY:0.01mm

X:12mmY:-0.03mmZ:-0.01mm

X:12.07mmY:0.12mmZ:0.01mmy:4.78mmz:0.01mm X:12mm

Y:-0.03mmZ:-0.01mm

X:12mmX:12mmY:0.01mm

X:12.01mmY:0.02mmX:12.21mm

Y:-0.48mmZ:-0.02mmy:-5.17mmz:-0.02mm

X:12.01mmY:0.02mm

X:11.99mm

X:12.13mmY:0.32mmZ:0.01mm

y:5mmz:0.01mm

X:12mmY:-0.01mm

X:12.28mmY:-0.01mm

X:12.02mmY:0.01mm

X:11.98mmY:0.01mmX:12.13mm

Y:0.01mmy:0.01mm

z:12.13mm

X:11.98mmY:0.01mm

X:12.02mmY:0.01mm

X:12.13mmY:0.01mmy:0.01mmz:12.13mm

X:12mmY:0.01mm

X:12.34mmY:0.01mmX:12.34mmY:0.01mm

X:12mmY:0.01mm

X:11.98mmY:-0.01mm

X:11.91mmY:-0.01mm

X:12mm

X:12.22mm

X:11.99mm

X:11.93mm

X:12.22mm

X:12mm

X:11.93mm

X:11.99mm

X:12mm

X:11.93mmX:12.03mmz:12.03mm

X:11.93mm

X:12mm

X:12.03mmz:12.03mm

X:11.99mm

X:12.22mmX:12.22mm

X:11.99mm

X:12.28mmY:-0.01mm

X:12mmY:-0.01mm

X:12.02mmY:0.01mm

X:12.01mmY:0.02mm

X:12.02mmY:0.13mmZ:-0.01mmy:0.13mmz:-0.01mmX:12mmY:0.01mm

X:12mmY:-0.03mmZ:0.01mm

X:12mmY:-0.5mmZ:0.02mmy:-0.5mmz:0.02mm

X:12.01mmY:0.02mm

X:12mm

X:12mmY:0.07mmZ:0.01mmy:0.07mmz:0.01mmX:12mmY:-0.03mmZ:0.01mm X:11.99mm

X:12mmY:0.31mmZ:-0.01mmy:0.31mmz:-0.01mm

X:12.02mmY:0.01mm

X:12mmY:-0.03mmZ:0.01mm

X:12.07mmY:0.12mmZ:-0.01mmy:4.78mmz:-0.01mm X:12mm

Y:-0.03mmZ:0.01mm

X:12mmX:12mmY:0.01mm

X:12.01mmY:0.02mmX:12.21mm

Y:-0.48mmZ:0.02mmy:-5.17mmz:0.02mm

X:12.01mmY:0.02mm

X:11.99mm

X:12.13mmY:0.32mmZ:-0.01mm

y:5mmz:-0.01mm

X:11.91mmY:-0.01mm

X:11.98mmY:-0.01mm

X:12mmY:-0.01mm

X:11.91mmY:-0.01mmX:12.05mm

Y:-0.01mmy:-0.01mmz:12.05mm

X:11.91mmY:-0.01mm

X:12mmY:-0.01mm

X:12.05mmY:-0.01mmy:-0.01mmz:12.05mm

X:11.98mmY:-0.01mm

X:12.28mmY:-0.01mmX:12.28mmY:-0.01mm

X:11.98mmY:-0.01mm

X:12mm

X:11.99mmY:0.02mm

X:11.99mmY:-0.04mmZ:-0.01mmy:-0.04mmz:-0.01mm

X:11.99mm

X:11.99mmZ:-0.01mm

X:11.99mmY:-0.32mmZ:0.01mmy:-0.32mmz:0.01mm

X:11.99mmY:0.02mm

X:12mmY:-0.01mm

X:11.99mmY:0.06mmy:0.06mm

X:11.99mmZ:-0.01mm

X:11.98mmY:-0.01mm

X:11.98mmY:0.42mmZ:-0.02mmy:0.42mmz:-0.02mm

X:12mm

X:11.99mmZ:-0.01mm

X:12mmY:0.01mmZ:-0.01mmy:4.66mmz:-0.01mm

X:11.99mmZ:-0.01mm

X:12mmY:-0.01mm

X:12.01mmY:-0.05mmZ:0.01mmy:-4.7mmz:0.01mm

X:11.99mmX:11.99mmY:0.02mmX:12.13mm

Y:-0.31mmZ:0.01mmy:-4.98mmz:0.01mm

X:11.99mmY:0.02mm

X:11.98mmY:-0.01mm

X:12.16mmY:0.42mmZ:-0.02mmy:5.09mmz:-0.02mm

20

naeem
Typewritten Text
Max Service Wind Deflection = 12mm
Page 22: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:56 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:48, Load: None, Disp: None, Moment: 0.065919, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:3 WL

-0.02kNm-0.02kNm

0.07kNm

-0.21kNm

0.04kNm-0.02kNm

-0.03kNm 0.07kNm

-0.21kNm

0.09kNm

-0.18kNm

0.1kNm

-0.25kNm

0.15kNm

-0.18kNm-0.2kNm

0.09kNm

-0.18kNm

-0.4kNm

0.45kNm

-0.4kNm

0.44kNm

-0.04kNm

-0.4kNm

0.45kNm

-0.4kNm

0.44kNm

-0.53kNm

0.58kNm

-0.51kNm

0.57kNm

0.03kNm-0.01kNm

-0.02kNm0.04kNm

-0.01kNm0.03kNm

-0.02kNm

-0.04kNm

-0.01kNm -0.01kNm 0.02kNm

-0.02kNm-0.02kNm

0.03kNm

-0.04kNm -0.07kNm 0.01kNm

0.02kNm

0.02kNm

-0.01kNm -0.01kNm -0.04kNm

0.01kNm

-0.07kNm

0.03kNm-0.03kNm

0.03kNm

-0.02kNm

0.02kNm0.02kNm

-0.03kNm

0.04kNm-0.02kNm

0.03kNm-0.02kNm

-0.02kNm

-0.04kNm

0.02kNm

-0.01kNm -0.01kNm -0.03kNm

0.01kNm 0.01kNm

-0.06kNm

-0.02kNm

0.03kNm

-0.03kNm

0.02kNm

-0.02kNm

-0.02kNm-0.02kNm

-0.04kNm-0.02kNm

0.04kNm

0.03kNm

-0.03kNm

-0.01kNm -0.01kNm 0.02kNm

-0.06kNm 0.01kNm

0.01kNm

21

naeem
Typewritten Text
Max Bending Moment = .58kN-m Capacity = 1.0kN-m
Page 23: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:57 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:48, Load: None, Disp: None, Moment: 0.065919, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:4 WL1

-0.01kNm0.01kNm

0.04kNm

-0.11kNm

-0.02kNm0.02kNm

0.06kNm

-0.08kNm-0.09kNm

0.06kNm

-0.08kNm-0.09kNm

0.04kNm

-0.09kNm

0.04kNm

-0.09kNm

0.04kNm

-0.11kNm

-0.22kNm

0.24kNm

-0.22kNm

0.24kNm

0.03kNm-0.01kNm

-0.21kNm

0.23kNm

-0.21kNm

0.23kNm

-0.23kNm

0.24kNm

-0.23kNm

0.24kNm

0.06kNm-0.02kNm

-0.01kNm0.01kNm

0.02kNm-0.05kNm

-0.01kNm

0.01kNm -0.01kNm0.01kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm 0.03kNm -0.01kNm 0.01kNm

-0.04kNm

-0.02kNm

0.02kNm -0.01kNm 0.01kNm

0.05kNm -0.02kNm 0.01kNm

-0.03kNm

-0.02kNm0.02kNm

0.06kNm-0.02kNm

-0.01kNm0.01kNm

0.01kNm-0.03kNm

-0.02kNm

0.02kNm -0.01kNm 0.01kNm

0.05kNm -0.02kNm 0.01kNm

-0.03kNm

-0.01kNm0.01kNm

0.03kNm-0.01kNm

-0.01kNm0.01kNm

0.02kNm-0.05kNm

-0.01kNm

0.01kNm -0.01kNm0.01kNm

0.03kNm -0.01kNm 0.01kNm

-0.04kNm

22

naeem
Typewritten Text
Max Bending Moment = 0.24kN-m Capacity = 1.0kN-m
Page 24: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:57 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:48, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:13 (SW) g+.67wl

0.19kN-0.32kN

-0.3kNm

0.69kN-0.32kN

-0.3kNm 0.46kN-0.42kN

-0.39kNm

1.08kN-0.41kN

-0.38kNm 0.19kN-0.32kN

-0.3kNm

0.69kN-0.32kN

-0.3kNm

23

naeem
Typewritten Text
No Uplift
Page 25: CERTIFICATE OF COMPLIANCE DESIGN …...CERTIFICATE OF COMPLIANCE – DESIGN Phone: 03 9357 7744 Email: info@rceng.com.au Address: U2, 1880 Hume Hwy Campbellfield VIC STRUCTURAL COMPUTATIONS

SPACE GASS 12.21 - RC ENGINEERING CONSULTANCY 16 Apr 2015, 11:57 am

Job: C:\Users\naeem\Documents\10594-1Units - Len: m, Sec: mm, Mat: MPa, Dens: T/m^3, Temp: Celsius, Force: kN, Mom: kNm, Mass: T, Acc: g's, Trans: mm, Stress: MPaScales - Frame: 1:48, Load: None, Disp: None, Moment: None, Shear: None, Axial: None, Torsion: None

X

Y

Z(25,35)

Sections:1 ALRT-50-3

Materials:1 ALUMINIUM No general restraint

Load cases:11 (SW) G+.67WL1

-0.13kN

0.36kN

0.13kNm

-0.13kN

0.36kN

0.13kNm

-0.14kN

0.77kN

0.13kNm

-0.14kN

0.77kN

0.13kNm

-0.14kN

0.52kN

0.13kNm

-0.14kN

0.52kN

0.13kNm

24

naeem
Typewritten Text
No Uplift