Structural Calculation.venus Wires

8/13/2019 Structural Calculation.venus Wires

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STRUCTURAL CALCULATION

ESSEN WELDING SHOW


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STAND: VENUS WIRES


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VENUS WIRES Stand, Messe Essen

1. INTRODUCTION

The stands has to be designed for Fair Trade in Essen, Germany.Area is 9 x 4,6m, height is 2.8m 5m.Walls are made by plywood sheets and glass, strengten with maxima aluminum and timber profiles.

1.1 ARCHITECTURAL INPUTS


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1.2 LOAD ANALYSIS

Stand construction safety1

Stands, including all equipment and exhibits and advertising matter are to be constructed with suchstability as to pose no danger to public safety and order, and in particular to life and health. Theexhibitor is responsible for structural safety and must provide proof of this.

Free-standing structural elements and special structures (e.g. free-standing walls, high exhibits, highdecorative elements) which can fall over must be rated at least for a horizontally acting equivalentdistributed load qh:

qh1 = 0.125 kN/m2 up to 4.00 m high from the upper edge of the floor

qh = 0.063 kN/m2 for all surfaces above 4.00 m high.

The respective elevation area is the reference area. The relevant verifications to be prepared are to besubmitted to MESSE ESSEN GmbH in a form that can be examined.

Approval of stand construction

On the assumption that the technical regulations have been observed in the design and construction ofthe stand, there is no requirement for submission of drawings for approval in respect of single-storeystand structures up to 2.50 m in the halls.

1.2.1 DEAD LOAD

MATERIALS

Assumptions/Conversions Loading

Pl d

Sheets: BxL=2500 x 1000 mm,

Thi k 9 5 L1 0 0474 KN/

2


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1.3 STRUCTURAL MODEL


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Dead load


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Wind load

1.4 STRUCTURAL DESIGN


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Panel stress


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2. DRAWINGS

No DRAWING NAME SCALE

1 STAND D110 Drawing 1 1:50

2 STAND D110 - Drawing 2 1:50

3 STAND D110 - Drawing 3 NTS


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1 : 50


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Section A - ASection B - B

Section C - C

1 : 100

1 : 50


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1 : 100

PLYWOOD QUANTITY

WALL W1 (timber columns)

2500 x 1000 ........... 18 pcs

2500 x 500 .............. 4 pcs

WALL W2 (maxima profiles)

2600 x 1450 ........... 2 pcs

2600 x 1200 ........... 2 pcs

TIMBER QUANTITY

WALL W1

COLUMNS L=5m.... 20 pcsBEAM L=4.5m..........18 pcs

WALL W3 (maxima profiles)

2500 x 1250 ........... 2 pcs

BEAM L=0.5m..........30 pcs

FLOOR

BEAM L=2.5m..........7 pcs

BEAM L=1.7m..........3 pcs

MAXIMA QUANTITY

OFFICE

COLUMNS L=2.6m....10 pcsBEAM L=4.1m............3 pcs

BEAM L=2.5m............3 pcs

Structural Calculation.venus Wires

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