structural design certificate · structural engineer. morgan sheehy meng (hons i) tech cert eng...

01.07.18

EVENT ENGINEERING 17-19 O’Connor Street Chippendale, NSW 2008 02 9690 1734

JOB NO.: EE18 220 REV.: A

Unit 2, 15 Percy Street Auburn NSW 2144 ATTENTION: Ian Wood

STRUCTURAL DESIGN CERTIFICATE

PROJECT: F34P Truss Structure

STRUCTURE: 8.5m (L) x 6.5m (W) x 4 m (H) F34P Truss

LOCATION: Multiple locations, Australia Wide Subject to Local Government Requirements

DURATION: April 2018—April 2020 We Event Engineering, being professional Structural Engineers within the meaning of the Building Code of Australia, confirm that we have been appointed as the engineers responsible for the Structural Certification of the above structure. We certify that we have reviewed the design as described herein and that this work was designed in accordance with the relevant provisions of the standard building codes, accepted engineering practice and principles and the design methods for Temporary demountable structures as specified in the Guidance on procurement, design and use of temporary demountable structures (Institution of Structural Engineers, 2017) subject to the design limitations listed overleaf. We advise that the maximum design 3 second wind gust speed for the above structure is 25m/s, in accordance with the minimum requirements set forth by AS1170.2:2011. Should the wind speed measured on site approach this speed, the safety steps identified within this certificate must be implemented. We note that this certification is effective only for the dates specified and that further review and certification will be required if the design is modified in any way. This certificate shall not be construed as relieving any other party of their responsibilities, liabilities or contractual obligations. This certificate is applicable only for this installation and relies upon all other risk assessments, WHS safety requirements and job safety statements associated with this project. Alice Los MIEAust BEng (Civil & Architectural) STRUCTURAL ENGINEER

Morgan Sheehy MEng (Hons I) Tech Cert Eng (Civil) MIEAust CPEng NER APEC Engineer IntPE(Aus) RPEQ RBP Victoria EC 41049 (Civil Engineer) SENIOR ENGINEER

01.07.18

EVENT ENGINEERING 17-19 O’Connor Street Chippendale, NSW 2008 02 9690 1734

JOB NO.: EE18 220 REV.: A

1. REFERENCED STANDARDS

1.1. ABCB:2015 Temporary Structures Standard; 1.2. AS1170.0:2002 General Principles; 1.3. AS1170.1:2002 Permanent, Imposed and Other Actions; 1.4. AS1170.2:2011 Wind Actions; 1.5. AS1664.1:1997 Aluminium Structures; 1.6. AS4100:1998 Steel Structures; 1.7. IStructE:2017 Temporary demountable structures.

2. REFERENCED DOCUMENTS

Issued By Title Reference

Event Engineering Engineering Report and Truss Stage Frame, Allowable Loading, Dwg No.: S01

Global Truss F34P, Dwg. No.: F34P-8.5L6.5W4HA

F34P Square Truss, Technical Data, F34P Data Sheet

3. DESIGN LIMITATIONS & REQUIREMENTS 3.1. Maximum Loading:

3.1.1. Dead: 2No. Load cases as per attached drawing “Truss Stage Frame, Allowable

Loading, Dwg No.: S01”. For reference: 3.1.1.1. Load Case 1 - Point Load: 3kN over 3No. points per arch; 3.1.1.2. Load Case 2 - Uniformly Distributed Load: 1.5kN/m per arch;

3.1.2. Live: No live loading permitted;

3.2. Rigging: Certified rigging technicians must install and sign-off all rigging; 3.3. Catenary Loading: No catenaries to be fixed to structure; 3.4. Bearing Capacity: Minimum bearing capacity shall be 100kpa; 3.5. Spreader Plates: To be provided beneath all truss supports; 3.6. Workshop Drawings: Shall be submitted for engineer’s written approval prior to any additional

fabrication or further modifications. 3.7. Wind Management Plan:

3.7.1. The wind speed must be measured on site by an anemometer or the nearest weather station;

3.7.2. If the wind speed approaches 20m/s, production crew must go on standby to implement

an evacuation and create an exclusion zone;

3.7.3. If the wind speed approaches 22m/s, all non-essential personnel must be evacuated and the exclusion zone must be enforced;

3.7.4. If the wind speed approaches 25m/s, the structure must be abandoned and all personnel moved within a permanent structure of importance level 2-4 as specified within the BCA.

8792

4396

LOAD CASE 1:

ALLOWABLE POINT

LOADS PER ARCH

SCALE 1:50

LOAD CASE 2:

ALLOWABLE UNIFORMLY

DISTRIBUTED LOAD PER

ARCH

SCALE 1:50

ARCH 1

ARCH 2

ARCH 3

3kN

3kN

3kN

1.5kN/m

F34P STAGE TRUSS

Engineering Results on Matrix Model

Autodesk Robot Structural Analysis Professional 2014 Author: Event Engineering File: EE18 220 DQ F34P Stage Truss.strAddress: 17-19 O'Connor St Chippendale NSW 2008 Project: Allowable Loading

Date : 02/07/18 Page : 1

View - Cases: 1 (SELFWEIGHT)


Date : 02/07/18 Page : 1

View - Cases: 13 (1.2G +1.5Q Point)


Date : 02/07/18 Page : 1

View - FX, Cases: 13 (1.2G + 1.5Q Point Loads)


Date : 02/07/18 Page : 1

View - Cases: 3 (DISTRIBUTED LOADS)


Date : 02/07/18 Page : 1

View - FX, Cases: 14 (1.2G + 1.5Q UDL)


Date : 02/07/18 Page : 1

View - MX,MY,MZ, Cases: 13 (1.2G + 1.5Q Point Loads)


Date : 02/07/18 Page : 1

View - Exact deformation(s), Cases: 15 (G + Q Deflection)


Date : 02/07/18 Page : 2

Reactions ULS: global extremes

Displacements SLS: global extremes

Member Forces ULS: envelope


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F34P

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8.5M*6.5M*4M

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F34P-8.5L6.5W4HA

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F34100P

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GS-44BSC

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F34R107.9-22.5PK

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F34300P

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290mm

240mm

290mm

240mm

TECHNICAL DATA

Chord diameter: 50mmØWall thickness: 3mm4 x Conical Spigots included.

F34P SQUARE TRUSS

F3

4P

F34PDATA SHEET

INCLUSIVE LOAD TABLE

4 X 8 X

Technical changes and errors are reservedThe weight of the truss is considered in the load table.

LINEARCODE LENGTH WEIGHT

GT F34PL025GT F34PL029GT F34PL040GT F34PL050GT F34PL075GT F34PL100GT F34PL125GT F34PL150GT F34PL200GT F34PL250GT F34PL300GT F34PL350GT F34PL400GT F34PL450GT F34PL500Custom lengths and radials can be manufactured to order.

0.25m0.29m0.4m0.5m

0.75m1.0m

1.25m1.5m

2.0m2.5m3.0m3.5m4.0m4.5m5.0m

4.65kg4.8kg5.4kg6.0kg7.5kg9.0kg

10.5kg12.0kg16.0kg19.5kg

20.0kg23.0kg25.0kg28.0kg31.0kg

Contact us for more info.Sydney (02) 9649 2266Melbourne (03) 9645 2266Brisbane 0419 777 877Perth 0419 898 999Email [email protected]

Check out our website

dq.com.au

FOLLOW US:

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structural design certificate · structural engineer. morgan sheehy meng (hons i) tech cert eng...

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