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Expansion Bays 23-26 Engineering Report

Page 1

AB

AC

20

HP 20

HP 20

HP 20

HB

HP 20

HP 20

HP 20

30°

ALTERNATIVE HANGING POINT CAPACITY N.B. THE HANGING POINT CAPACITIES LISTED IN THE SCHEDULE RELY UPON THE LOAD BEING APPLIED VERTICALLY. IF THERE ARE NO OTHER LOADS APPLIED TO A HANGING POINT WITHIN THE MFS, FB OR GREATER EXHIBITION HALL AREA, A MAXIMUM 500kg LOAD CAN BE APPLIED AT AN ANGLE OF 30 DEGREES.

STRUCTURALLY ACCEPTABLE HANGING POINT LOADS (VERTICAL LOAD ONLY) MARK (S.W.L.) HP20

HP 20

HP 20

HP 20

HP 20

HP 20 HP 20

HP 20

HP 20 HP 20

HB

HP 20

HP 20 HP 20

HB

RT

16

23

HP 20

HP 20

HP 20

HP 20

HP 20 HP 20

HP 20

HP 20 HP 20

RT

HP 20

HP 20

HB

HP 20

RT

24

HP 20

25

20

16/06/2017 4:00:25 PM C:\Users\AURC02551\Documents\Autodesk\3942_MCEC_WSPcentral_RS16_AURC02551.rvt

HP 20

HB

HP 20

HP 20

HP 20

HP 20

19

HB

REFER ARCHITECTURAL DRAWINGS FOR HANGING POINT SETOUT DIMENSIONS. REFER THEATRE CONSULTANT DOCUMENTATION FOR RIGGING TRUSS SPECIFICATIONS. RT : DENOTES STRUCTURAL STEL ROOF TRUSS HB : DENOTES STRUCTURAL STEEL HANGING POINT HP4* : DENOTES STRUCTURAL REQUIREMENT FOR PHYSICAL SIGNAGE TO RESTRICT USE OF HP4 HANGING POINTS TO THE SUPPORT OF A 9.0m RIGGING TRUSS IN THE CONFIGURATION SHOWN ONLY.

HP 20

HP 20

HP 20

HP 20

HP 20

HP 20

RT

18

HB

2.0t (2000kg) ON 6m x 6m GRID

22

17

RT

21

ALLOWABLE SAFE WORKING LOAD

NOTES:

• • •

RT

INTIAL SL

AC

15

HB

DATE 16.06.17

kg 500

AA

AB

REVISION ISSUED FOR CONSTRUCTION

X. MA

AA

CL OF HANGING BEAM

ISSUE C1

TYPICAL EXHIBITION BAY 23 - 26 GRID 15 - 20 HANGING POINT LOADING KEY PLAN

TYPICAL EXHIBITION BAY 23 - 26 GRID 20 - 25 HANGING POINT LOADING KEY PLAN

SCALE 1 : 100

SCALE 1 : 100

FOR CONSTRUCTION COPYRIGHT All rights reserved. These drawings, plans and specifications and the copyright therein are the property of WSP Structures and must not be used, reproduced or copied wholly or in part without the written permission of WSP Structures.

MCEC - STAGE 2 EXHIBITION HALL

ROOF - EXHIBITION BAY 23-26 LOADING KEY PLAN STRUCTURAL DRAWING Designed

MS

Drawn

JX

Scale

As indicated

Date

MAR. 2017

Approved Project Engineer/Director North

Drawing No:

Date Issue

3942 S3_2500_09 C1


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