Truss Transom - SECTION A - SECTION B - PLAN-2.5 TONNE LOADING BAY - TYPICAL DESIGN - 2.5 Tonne Or 5kPa Loading Bay-Uniform Distributed Load (UDL) -1.8mT x 1.3mB

Oct 28, 2026

Upload by Oliver

Technical scaffold design drawing for a 2.5 tonne (or 5kPa) loading bay with uniform distributed load, including truss transom and plan sections. Provides section scaling at 1:50 for A3, specifies load categories such as access working lifts, additional lifts, hop-up brackets, wind loads in accordance with AS 1170.2, and calculated leg and tie loads. Includes foundations/support adequacy requirements, tying and bracing restrictions, tie spacing guidance, eccentricity tolerances referencing AS3610, and compliance responsibilities citing relevant Australian scaffold and structural standards.

LanguageEnglish

CategoryTechnology

FormatPDF

Pages1

Reading Time3 min

AccessFree to download

Drawing Notes

Section A and Section B

Plan-2.5 Tonne Loading Bay

Loads

Foundations/Support

Tying & Bracing

Design Output and Tie Details

Eccentricity and Responsibilities

| | Truss Transom ~~ ~~

Plan Bracing

2.4

2.4 | | | | | | | | | | | | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | 1.8 1.8 1.8 | | | | | | | | | | | | | | | | SECTION A
SCALE 1:50 @ A3

SECTION B
SCALE 1:50 @ A3

PLAN-2.5 TONNE LOADING BAY
SCALE 1:50 @ A3 | | | Drawing Notes
1. Scaffold Design Australia Copyright
This drawing is the copyright of Scaffold Design Australia. No unauthorised copy, use or disclosure in full orin part is to be made.
2. Loads
Access Working Lifts 1 No. @ ....0...7.5 kN/m²
Additional Lifts 1 No. @ ....0...7.5 kN/m²
Hop-Up Brackets 1 No. @ ....0...7.5 kN/m²
Wind Wind loads where applicable, have been calculated in accordance with AS 1170.2. Max. Design
Wind Force 1...0 kN/m²
3. Foundations/Support
Where scaffolding equipment is supported, suspended, anchored or tied to an existing structure or the ground, the Client must ensure that the structure or ground is adequate to safely
support the additional imposed loads.
4. Tying & Bracing
No ties or braces are to be removed or altered in any way without the expressed written authority from the scaffold company.
5. Design Output
This drawing should be read in conjunction with :-
-
............................................................................................................................................................................
............................................................................................................................................................................
Maximum calculated Leg Load = 1.2...0.... kN
Lift positions and bracing frequency to be as shown.
Maximum calculated Tie Load = ....6...0 kN
Tie Type :- .- ..............................
Tie spacing to be as shown on drawing.
12. Eccentricity
All legs are to be erected plumb and loaded concentrically to the general tolerances given in AS3610 .
13. Responsibilities
Wherever possible, risk is designed out of this proposal during the design process.
13.1. Scaffold/Falsework/Formwork designed in accordance with AS1576 . 1, AS1576 . 2, AS1576 .3, AS1576 .4, AS1576 .5, AS1170 . 2, AS3610, AS6669, AS4100 .
Scaffold Design Australia- | | | | | | | | | | | | | | | | J | | | | | | | | | | | | | | | I | | | | | | | | | | | | | | | H | | | | | | | | | | | | | | | G | | | | | | | | | | | | | | | F | | | | | | | | | | | | | | | E | | | | | | | | | | | | | | | D | | | | | | | | | | | | | | | C | | | | | | | | | | | | | | | B | | | | | | | | | | | | | | | A | FIRST VERSION | | 2 Oct 2016 | RT | - | | | | | | | | | | Index | Revision | | Date | drawn: | checked: | | | | | | | | | | For Construction | | | | | | | | | | | | | | | Details: | | SCAFFOLD COMPANY
TYPICAL DESIGN
2.5 Tonne Or 5kPa Loading Bay-Uniform Distributed Load (UDL) -1.8mT x 1.3mB Kwikstage Access Scaffold | | | | | | | | | | | | | Drawn: | | RT | Scaffold Design Australia Brisbane, QLD [admin@scaffolddesign.com.au](admin@scaffolddesign.com.au)[ ](admin@scaffolddesign.com.au)[0415655546-Reon Tareha](0415655546-Reon Tareha) | | | | | | | | | | | | Date: | | 2 October 2016 | | | | | | | | | | | | | Comments: | | - | | | | | | | | | | | | | Drawing-No.:
T-LB01-A(2T-18TX13B) | | | | | | A | |

FAQs

What loading bay capacity and load type does the drawing specify?

It specifies a PLAN-2.5 TONNE LOADING BAY using a uniform distributed load (UDL) described as 2.5 tonne or 5kPa.

Which standards are referenced for wind and load design?

Wind loads are calculated in accordance with AS 1170.2, and leg loading tolerances reference AS3610.

What restrictions apply to ties and bracing?

No ties or braces are to be removed or altered without the scaffold company’s expressed written authority.

Oct 28, 2026

Upload by Oliver