REVISION ISSUED FOR INFORMATION ISSUED FOR INFORMATION ISSUED FOR CONSTRUCTION
DATE 17.02.17 20.02.17 16.06.17
INTIAL
SL
X. MA
CL OF HANGING BEAM
ISSUE A B C1
kg 500
30°
STRUCTURALLY ACCEPTABLE HANGING POINT LOAD CASES (VERTICAL LOAD ONLY)
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.
LOAD CASE 1: WHERE NO RIGGING TRUSSES ARE SUSPENDED FROM THE ROOF STRUCTURE MARK HP1 HP2 HP3 HP4
ALLOWABLE SAFE WORKING LOAD (S.W.L.) 2.0t (2000kg) @ 6m CENTRES 2.0t (2000kg) @ 6m CENTRES 2.0t (2000kg) @ 6m CENTRES NOT IN USE
LOAD CASE 2: WHERE RIGGING TRUSSES ONLY ARE SUSPENDED FROM THE ROOF STRUCTURE (RIGGING TRUSSES 295kg (6m TRUSS) & 337kg (9m TRUSS) MAXIMUM WEIGHT INCLUDING HOISTS, CHAINS, RIGGING EQUIPMENT)
AK
AL
AM
AN
EXHIBITION BAY 22A
EXHIBITION BAY 21A
(MULTIFUNCTION SPACE)
(MULTIFUNCTION SPACE)
AP
AK
AL
P19
AM
AN
EXHIBITION BAY 22B
EXHIBITION BAY 21B
(FOOD & BVERAGE)
(FOOD & BEVERAGE)
MARK (S.W.L.) HP1 HP2 HP3 HP4
AP
ALLOWABLE SAFE WORKING LOAD 1.8t (1800kg) 1.9t (1900kg) 2.0t (2000kg) NO EXCESS CAPACITY RIGGING TRUSS HANGING POINT ONLY
LOAD CASE 3:
HP 3
HP 1
HP 1
HP 2
HP 4*
RT
16
HP 1
RT
HP 1
HP 3
HP 1
HP 1
HP 2
HP 4*
HP 1
RT
HP 1
20
RT
WHERE FULLY LOADED RIGGING TRUSSES ARE SUSPENDED FROM THE ROOF STRUCTURE (RIGGING TRUSSES 1687kg (6m TRUSS) & 2095kg (9m TRUSS) MAXIMUM WEIGHT INCLUDING HOISTS, CHAINS, RIGGING EQUIPMENT)
HP 3
HP 1
HP 1
HP 2
HP 4*
HP 1
HB
HB
HP 1
HP 3
HP 1
HP 1
HP 2
HP 4*
HP 1
HB
HP 1
MARK (S.W.L.) HP1 HP2 HP3 HP4
HB
21
17
•
HP 3
HP 1
HP 1
HP 2
HP 4*
RT
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 1
HP 1
HP 3
HP 1
HP 2
HP 4*
RT
RT
6m RIGGING TRUSS BY OTHERS (TYP.)
HP 1
9m RIGGING TRUSS BY OTHERS (TYP.)
0.5t (500kg) 1.0t (1000kg) 2.0t (2000kg) NO EXCESS CAPACITY RIGGING TRUSS HANGING POINT ONLY
NOTES:
• • •
6m RIGGING TRUSS BY OTHERS (TYP.)
HP 1
RT
HP 1
9m RIGGING TRUSS BY OTHERS (TYP.)
ALLOWABLE SAFE WORKING LOAD
RT
RT
RT
22
HP 3
HB
HP 1
HP 1
HP 2
HP 4*
HP 1
HB
HB
HP 1
HP 3
HP 1
HP 1
HP 2
HP 4*
HP 1
HB
HP 1
18
HP 3
HP 1
HP 1
HP 2
HP 4*
HP 1
RT
19
HP 3
HP 1
HP 1
HP 2
HP 4*
HB
HP 1
FOR CONSTRUCTION
HB
HP 1
HP 3
HP 1
HP 1 HP 1
HP 2
HP 4*
HP 1
HP 1
16/06/2017 4:00:31 PM C:\Users\AURC02551\Documents\Autodesk\3942_MCEC_WSPcentral_RS16_AURC02551.rvt
HB
RT
RT
HP 1
HP 3
HP 1
HP 2
HP 4*
HP 1
RT
HP 1
23
HB 24
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
20
EXHIBITION BAY 21A & 22A (MULTIFUNCTION SPACE) HANGING POINT LOADING KEY PLAN
EXHIBITION BAY 21B & 22B (FOOD & BEVERAGE) HANGING POINT LOADING KEY PLAN
SCALE 1 : 100
SCALE 1 : 100
ROOF - EXHIBITION BAY 21 & 22 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_10 C1