HL SCS C502 Escaf(72mH) Des%Suresh
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Scaffolding design
Transcript of HL SCS C502 Escaf(72mH) Des%Suresh
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Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502
Introduction It is proposed to erect tubular scaffold as shown on the drawings attached. The scaffold consists of 48.6mm*2.4thk steel pipes. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. The scaffold structure will be used for working platform. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its equivalent) are to be provided. For clarity reasons, not all of them are shown in the drawings to ease readings. A computer model of main structural members only of the scaffold structure has been established by computer program: STAAD PRO to keep the computer processing time & output down to manageable. The structural model will be subjected to its self-weight (SW) and DL (dead load due to metal decks) constantly. In addition, it may be subjected to LL (live load due to weight of workers). The scaffolds structural model, subjected to factored Load Combination C1= 1.4(SW + DL) + 1.6(LL) as shown in the print out has been analysed by STAAD PRO and found to be structurally safe. Please refer to output HL_SCS_C502_Escaf(72mH)_calc attached for details Prepared By: NG Yan Heng, Professional Engineer 700 Lorong1 Toa Payoh #11-01 Singapore 319773 Tel: 9731 5063 Fax: 6353 4505 Email: [email protected]
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Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
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Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
1. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
2. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 3. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
4. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
5. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 6. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
-
Project: Erection of External Scaffold for CUI @ Column 502, Shell Chemical Seraya Subject: Calculation of External Scaffold (72mH) with working platforms for CUI @C-502 File: HL_SCS_C502_Escaf(72mH)_drg Note:
4. Truss-out with working platforms to reduce gap between column and scaffold can be erected.
5. Materials and construction of the scaffold shall comply with WSH (scaffold) Regulations. 6. Lateral supports, Diagonal bracings and handrails according to MOM requirements (or its
equivalent) are to be provided. For clarity reasons, all of them are not shown in the drawings to ease reading of drawings.
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Job No Sheet No. 10
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Skeleton of Structure
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Job No Sheet No. 11
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Skeleton of Structure
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Job No Sheet No. 12
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Dead load (DL)=25kg/[email protected]
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Job No Sheet No. 13
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Dead load (DL)=25kg/[email protected]
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Job No Sheet No. 14
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Dead load (DL)=25kg/[email protected]
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Job No Sheet No. 15
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Live load(LL)=75kg/m2@ EL.30m
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Job No Sheet No. 16
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Live load(LL)=75kg/m2@ EL.52m
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Job No Sheet No. 17
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Live load(LL)=75kg/m2@ EL.72m
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Job No Sheet No. 18
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Factored Load Combination 101=1.4(SW+DL)+1.6(LL) @ EL.30m
Software licensed to Microsoft
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Job No Sheet No. 19
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Factored Load Combination 101=1.4(SW+DL)+1.6(LL) @ EL.52m
Software licensed to Microsoft
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Job No Sheet No. 20
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Factored Load Combination 101=1.4(SW+DL)+1.6(LL) @ EL.72m
Software licensed to Microsoft
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Job No Sheet No. 21
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Deflection for Load Combination 101=1.4(SW+DL)+1.6(LL)
Software licensed to Microsoft
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Job No Sheet No. 22
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Shear Force for Load Combination 101=1.4(SW+DL)+1.6(LL)
Software licensed to Microsoft
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Job No Sheet No. 23
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Moment at Load Combination 101=1.4(SW+DL)+1.6(LL)
Software licensed to Microsoft
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Job No Sheet No. 24
Rev 0
Part: HL_SCS_C502_Escaf(72mH)_calc
Job Title Erection of External Scaffold for CUI @ Column 502, SCS Ref
By Date Chd
Client Calc of External Scaffold (72mH) with working platforms for CUI @C-502 File Date/Time 31-May-2015
Software licensed to Microsoft
Utility Ratio for Load Combination 101=1.4(SW+DL)+1.6(LL)
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Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
25
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Job Information Engineer Checked Approved
Name:Date: 31.05.2015
Structure Type SPACE FRAME
Number of Nodes 4012 Highest Node 4012Number of Elements 10656 Highest Beam 17792
Number of Basic Load Cases 3Number of Combination Load Cases 1
Included in this printout are data for:All The Whole Structure
Included in this printout are results for load cases:Type L/C Name
Primary 1 SELFWEIGHT(SW)Primary 2 DEAD LOAD (DL)Primary 3 LIVE LOAD (LL)
Combination 101 LOAD COMB 1.4(SW+DL)+1.6(LL)
Section PropertiesProp Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4)Material
1 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR2 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR3 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR4 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR5 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR6 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR7 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR8 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR9 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR10 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR11 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR12 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR13 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR14 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR15 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR16 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR17 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR18 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR19 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR20 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR
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Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
26
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Section Properties Cont...Prop Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4)Material
21 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR22 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR23 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR24 CHS48.6X2.4 3.483 9.319 9.319 18.638 S275JR
SupportsNode X
(kN/mm)Y
(kN/mm)Z
(kN/mm)rX
(kN-m/deg)rY
(kN-m/deg)rZ
(kN-m/deg)3014 Fixed Fixed Fixed - - -3015 Fixed Fixed Fixed - - -3016 Fixed Fixed Fixed - - -3017 Fixed Fixed Fixed - - -3018 Fixed Fixed Fixed - - -3019 Fixed Fixed Fixed - - -3020 Fixed Fixed Fixed - - -3021 Fixed Fixed Fixed - - -3022 Fixed Fixed Fixed - - -3023 Fixed Fixed Fixed - - -3024 Fixed Fixed Fixed - - -3025 Fixed Fixed Fixed - - -3026 Fixed Fixed Fixed - - -3027 Fixed Fixed Fixed - - -3028 Fixed Fixed Fixed - - -3029 Fixed Fixed Fixed - - -3030 Fixed Fixed Fixed - - -3031 Fixed Fixed Fixed - - -3032 Fixed Fixed Fixed - - -3033 Fixed Fixed Fixed - - -3034 Fixed Fixed Fixed - - -3035 Fixed Fixed Fixed - - -3036 Fixed Fixed Fixed - - -3037 Fixed Fixed Fixed - - -3038 Fixed Fixed Fixed - - -3039 Fixed Fixed Fixed - - -3040 Fixed Fixed Fixed - - -3041 Fixed Fixed Fixed - - -3042 Fixed Fixed Fixed - - -3043 Fixed Fixed Fixed - - -3044 Fixed Fixed Fixed - - -3045 Fixed Fixed Fixed - - -3046 Fixed Fixed Fixed - - -3047 Fixed Fixed Fixed - - -3048 Fixed Fixed Fixed - - -3049 Fixed Fixed Fixed - - -3050 Fixed Fixed Fixed - - -
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
27
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Supports Cont...Node X
(kN/mm)Y
(kN/mm)Z
(kN/mm)rX
(kN-m/deg)rY
(kN-m/deg)rZ
(kN-m/deg)3051 Fixed Fixed Fixed - - -3052 Fixed Fixed Fixed - - -3053 Fixed Fixed Fixed - - -3054 Fixed Fixed Fixed - - -3055 Fixed Fixed Fixed - - -3056 Fixed Fixed Fixed - - -3057 Fixed Fixed Fixed - - -3058 Fixed Fixed Fixed - - -3059 Fixed Fixed Fixed - - -3060 Fixed Fixed Fixed - - -3061 Fixed Fixed Fixed - - -3062 Fixed Fixed Fixed - - -3063 Fixed Fixed Fixed - - -3064 Fixed Fixed Fixed - - -3065 Fixed Fixed Fixed - - -3066 Fixed Fixed Fixed - - -3067 Fixed Fixed Fixed - - -3068 Fixed Fixed Fixed - - -3069 Fixed Fixed Fixed - - -3070 Fixed Fixed Fixed - - -3071 Fixed Fixed Fixed - - -3072 Fixed Fixed Fixed - - -3073 Fixed Fixed Fixed - - -3074 Fixed Fixed Fixed - - -3075 Fixed Fixed Fixed - - -3076 Fixed Fixed Fixed - - -3077 Fixed Fixed Fixed - - -3078 Fixed Fixed Fixed - - -3079 Fixed Fixed Fixed - - -3080 Fixed Fixed Fixed - - -3081 Fixed Fixed Fixed - - -3082 Fixed Fixed Fixed - - -3083 Fixed Fixed Fixed - - -3084 Fixed Fixed Fixed - - -3085 Fixed Fixed Fixed - - -3086 Fixed Fixed Fixed - - -3087 Fixed Fixed Fixed - - -3088 Fixed Fixed Fixed - - -3089 Fixed Fixed Fixed - - -3090 Fixed Fixed Fixed - - -3091 Fixed Fixed Fixed - - -3092 Fixed Fixed Fixed - - -3093 Fixed Fixed Fixed - - -3094 Fixed Fixed Fixed - - -3095 Fixed Fixed Fixed - - -3096 Fixed Fixed Fixed - - -
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Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
28
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Supports Cont...Node X
(kN/mm)Y
(kN/mm)Z
(kN/mm)rX
(kN-m/deg)rY
(kN-m/deg)rZ
(kN-m/deg)3097 Fixed Fixed Fixed - - -3098 Fixed Fixed Fixed - - -3099 Fixed Fixed Fixed - - -3100 Fixed Fixed Fixed - - -3101 Fixed Fixed Fixed - - -3102 Fixed Fixed Fixed - - -3103 Fixed Fixed Fixed - - -3104 Fixed Fixed Fixed - - -3105 Fixed Fixed Fixed - - -3106 Fixed Fixed Fixed - - -3107 Fixed Fixed Fixed - - -3108 Fixed Fixed Fixed - - -3109 Fixed Fixed Fixed - - -3110 Fixed Fixed Fixed - - -3111 Fixed Fixed Fixed - - -3112 Fixed Fixed Fixed - - -3113 Fixed Fixed Fixed - - -3114 Fixed Fixed Fixed - - -3115 Fixed Fixed Fixed - - -3116 Fixed Fixed Fixed - - -3117 Fixed Fixed Fixed - - -3118 Fixed Fixed Fixed - - -3119 Fixed Fixed Fixed - - -3120 Fixed Fixed Fixed - - -3121 Fixed Fixed Fixed - - -3122 Fixed Fixed Fixed - - -3123 Fixed Fixed Fixed - - -3124 Fixed Fixed Fixed - - -3125 Fixed Fixed Fixed - - -3126 Fixed Fixed Fixed - - -3127 Fixed Fixed Fixed - - -3128 Fixed Fixed Fixed - - -3129 Fixed Fixed Fixed - - -3130 Fixed Fixed Fixed - - -3131 Fixed Fixed Fixed - - -3132 Fixed Fixed Fixed - - -3133 Fixed Fixed Fixed - - -3134 Fixed Fixed Fixed - - -3135 Fixed Fixed Fixed - - -3138 Fixed Fixed Fixed - - -
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Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
29
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Basic Load CasesNumber Name
1 SELFWEIGHT(SW)2 DEAD LOAD (DL)3 LIVE LOAD (LL)
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
101 LOAD COMB 1.4(SW+DL)+1.6(LL) 1 SELFWEIGHT(SW) 1.402 DEAD LOAD (DL) 1.403 LIVE LOAD (LL) 1.60
Selfweight : 1 SELFWEIGHT(SW)Direction Factor
Y -1.000
Beam Loads : 2 DEAD LOAD (DL)Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)705 UNI kN/m GY -0.100 - - - -708 UNI kN/m GY -0.200 - - - -711 UNI kN/m GY -0.200 - - - -714 UNI kN/m GY -0.230 - - - -717 UNI kN/m GY -0.250 - - - -720 UNI kN/m GY -0.250 - - - -723 UNI kN/m GY -0.250 - - - -726 UNI kN/m GY -0.250 - - - -729 UNI kN/m GY -0.250 - - - -732 UNI kN/m GY -0.130 - - - -733 UNI kN/m GY -0.130 - - - -3522 UNI kN/m GY -0.130 - - - -3525 UNI kN/m GY -0.130 - - - -3529 UNI kN/m GY -0.130 - - - -3533 UNI kN/m GY -0.130 - - - -3534 UNI kN/m GY -0.130 - - - -3544 UNI kN/m GY -0.250 - - - -3552 UNI kN/m GY -0.250 - - - -3559 UNI kN/m GY -0.250 - - - -3560 UNI kN/m GY -0.250 - - - -3572 UNI kN/m GY -0.250 - - - -3578 UNI kN/m GY -0.200 - - - -3581 UNI kN/m GY -0.200 - - - -
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Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
30
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)3587 UNI kN/m GY -0.200 - - - -3595 UNI kN/m GY -0.250 - - - -3596 UNI kN/m GY -0.250 - - - -3609 UNI kN/m GY -0.250 - - - -3610 UNI kN/m GY -0.250 - - - -3621 UNI kN/m GY -0.250 - - - -3622 UNI kN/m GY -0.250 - - - -3629 UNI kN/m GY -0.250 - - - -3630 UNI kN/m GY -0.250 - - - -3641 UNI kN/m GY -0.200 - - - -3647 UNI kN/m GY -0.200 - - - -3655 UNI kN/m GY -0.230 - - - -3656 UNI kN/m GY -0.230 - - - -3672 UNI kN/m GY -0.200 - - - -3680 UNI kN/m GY -0.200 - - - -3687 UNI kN/m GY -0.200 - - - -3688 UNI kN/m GY -0.200 - - - -3695 UNI kN/m GY -0.200 - - - -3703 UNI kN/m GY -0.200 - - - -3711 UNI kN/m GY -0.200 - - - -3712 UNI kN/m GY -0.200 - - - -3722 UNI kN/m GY -0.100 - - - -3726 UNI kN/m GY -0.100 - - - -3729 UNI kN/m GY -0.100 - - - -3730 UNI kN/m GY -0.100 - - - -3742 UNI kN/m GY -0.200 - - - -3748 UNI kN/m GY -0.200 - - - -3756 UNI kN/m GY -0.200 - - - -3762 UNI kN/m GY -0.100 - - - -3766 UNI kN/m GY -0.130 - - - -3769 UNI kN/m GY -0.130 - - - -3770 UNI kN/m GY -0.130 - - - -3776 UNI kN/m GY -0.250 - - - -3783 UNI kN/m GY -0.250 - - - -3784 UNI kN/m GY -0.250 - - - -3792 UNI kN/m GY -0.200 - - - -3799 UNI kN/m GY -0.250 - - - -3800 UNI kN/m GY -0.250 - - - -3809 UNI kN/m GY -0.250 - - - -3810 UNI kN/m GY -0.250 - - - -3817 UNI kN/m GY -0.250 - - - -3818 UNI kN/m GY -0.250 - - - -3825 UNI kN/m GY -0.250 - - - -3826 UNI kN/m GY -0.250 - - - -3836 UNI kN/m GY -0.200 - - - -3843 UNI kN/m GY -0.230 - - - -
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Software licensed to Job Title
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
31
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)3844 UNI kN/m GY -0.230 - - - -3851 UNI kN/m GY -0.200 - - - -3859 UNI kN/m GY -0.200 - - - -3860 UNI kN/m GY -0.200 - - - -3868 UNI kN/m GY -0.200 - - - -3874 UNI kN/m GY -0.100 - - - -3879 UNI kN/m GY -0.200 - - - -3880 UNI kN/m GY -0.200 - - - -3885 UNI kN/m GY -0.100 - - - -3886 UNI kN/m GY -0.100 - - - -6090 UNI kN/m GY -0.130 - - - -6113 UNI kN/m GY -0.130 - - - -6121 UNI kN/m GY -0.130 - - - -6131 UNI kN/m GY -0.130 - - - -6132 UNI kN/m GY -0.130 - - - -6150 UNI kN/m GY -0.250 - - - -6160 UNI kN/m GY -0.250 - - - -6173 UNI kN/m GY -0.250 - - - -6174 UNI kN/m GY -0.250 - - - -6190 UNI kN/m GY -0.250 - - - -6196 UNI kN/m GY -0.200 - - - -6203 UNI kN/m GY -0.200 - - - -6209 UNI kN/m GY -0.200 - - - -6219 UNI kN/m GY -0.250 - - - -6220 UNI kN/m GY -0.250 - - - -6239 UNI kN/m GY -0.250 - - - -6240 UNI kN/m GY -0.250 - - - -6259 UNI kN/m GY -0.250 - - - -6260 UNI kN/m GY -0.250 - - - -6271 UNI kN/m GY -0.250 - - - -6272 UNI kN/m GY -0.250 - - - -6289 UNI kN/m GY -0.200 - - - -6295 UNI kN/m GY -0.200 - - - -6305 UNI kN/m GY -0.230 - - - -6306 UNI kN/m GY -0.230 - - - -6328 UNI kN/m GY -0.200 - - - -6338 UNI kN/m GY -0.200 - - - -6351 UNI kN/m GY -0.200 - - - -6352 UNI kN/m GY -0.200 - - - -6361 UNI kN/m GY -0.200 - - - -6367 UNI kN/m GY -0.200 - - - -6377 UNI kN/m GY -0.200 - - - -6378 UNI kN/m GY -0.200 - - - -6394 UNI kN/m GY -0.100 - - - -6400 UNI kN/m GY -0.100 - - - -6407 UNI kN/m GY -0.100 - - - -
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32
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)6408 UNI kN/m GY -0.100 - - - -6430 UNI kN/m GY -0.200 - - - -6440 UNI kN/m GY -0.200 - - - -6450 UNI kN/m GY -0.200 - - - -6456 UNI kN/m GY -0.100 - - - -6460 UNI kN/m GY -0.130 - - - -6465 UNI kN/m GY -0.130 - - - -6466 UNI kN/m GY -0.130 - - - -6474 UNI kN/m GY -0.250 - - - -6483 UNI kN/m GY -0.250 - - - -6484 UNI kN/m GY -0.250 - - - -6494 UNI kN/m GY -0.200 - - - -6503 UNI kN/m GY -0.250 - - - -6504 UNI kN/m GY -0.250 - - - -6517 UNI kN/m GY -0.250 - - - -6518 UNI kN/m GY -0.250 - - - -6531 UNI kN/m GY -0.250 - - - -6532 UNI kN/m GY -0.250 - - - -6541 UNI kN/m GY -0.250 - - - -6542 UNI kN/m GY -0.250 - - - -6554 UNI kN/m GY -0.200 - - - -6563 UNI kN/m GY -0.230 - - - -6564 UNI kN/m GY -0.230 - - - -6573 UNI kN/m GY -0.200 - - - -6583 UNI kN/m GY -0.200 - - - -6584 UNI kN/m GY -0.200 - - - -6594 UNI kN/m GY -0.200 - - - -6602 UNI kN/m GY -0.100 - - - -6615 UNI kN/m GY -0.200 - - - -6616 UNI kN/m GY -0.200 - - - -6627 UNI kN/m GY -0.100 - - - -6628 UNI kN/m GY -0.100 - - - -6687 UNI kN/m GY -0.130 - - - -6688 UNI kN/m GY -0.130 - - - -6689 UNI kN/m GY -0.130 - - - -6690 UNI kN/m GY -0.130 - - - -6691 UNI kN/m GY -0.130 - - - -6694 UNI kN/m GY -0.130 - - - -6695 UNI kN/m GY -0.130 - - - -6696 UNI kN/m GY -0.130 - - - -
10340 UNI kN/m GY -0.130 - - - -10344 UNI kN/m GY -0.130 - - - -10347 UNI kN/m GY -0.130 - - - -10351 UNI kN/m GY -0.130 - - - -10359 UNI kN/m GY -0.130 - - - -10365 UNI kN/m GY -0.130 - - - -
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33
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10367 UNI kN/m GY -0.130 - - - -10368 UNI kN/m GY -0.130 - - - -10375 UNI kN/m GY -0.130 - - - -10376 UNI kN/m GY -0.130 - - - -10384 UNI kN/m GY -0.250 - - - -10388 UNI kN/m GY -0.250 - - - -10391 UNI kN/m GY -0.250 - - - -10392 UNI kN/m GY -0.250 - - - -10398 UNI kN/m GY -0.250 - - - -10400 UNI kN/m GY -0.200 - - - -10401 UNI kN/m GY -0.200 - - - -10405 UNI kN/m GY -0.200 - - - -10409 UNI kN/m GY -0.250 - - - -10410 UNI kN/m GY -0.250 - - - -10415 UNI kN/m GY -0.250 - - - -10416 UNI kN/m GY -0.250 - - - -10421 UNI kN/m GY -0.250 - - - -10422 UNI kN/m GY -0.250 - - - -10425 UNI kN/m GY -0.250 - - - -10426 UNI kN/m GY -0.250 - - - -10431 UNI kN/m GY -0.200 - - - -10435 UNI kN/m GY -0.200 - - - -10439 UNI kN/m GY -0.230 - - - -10440 UNI kN/m GY -0.230 - - - -10448 UNI kN/m GY -0.200 - - - -10452 UNI kN/m GY -0.200 - - - -10455 UNI kN/m GY -0.200 - - - -10456 UNI kN/m GY -0.200 - - - -10459 UNI kN/m GY -0.200 - - - -10463 UNI kN/m GY -0.200 - - - -10467 UNI kN/m GY -0.200 - - - -10468 UNI kN/m GY -0.200 - - - -10472 UNI kN/m GY -0.100 - - - -10474 UNI kN/m GY -0.100 - - - -10475 UNI kN/m GY -0.100 - - - -10476 UNI kN/m GY -0.100 - - - -10482 UNI kN/m GY -0.200 - - - -10486 UNI kN/m GY -0.200 - - - -10490 UNI kN/m GY -0.200 - - - -10492 UNI kN/m GY -0.100 - - - -10496 UNI kN/m GY -0.130 - - - -10499 UNI kN/m GY -0.130 - - - -10500 UNI kN/m GY -0.130 - - - -10502 UNI kN/m GY -0.130 - - - -10503 UNI kN/m GY -0.130 - - - -10504 UNI kN/m GY -0.130 - - - -
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34
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10508 UNI kN/m GY -0.250 - - - -10511 UNI kN/m GY -0.250 - - - -10512 UNI kN/m GY -0.250 - - - -10516 UNI kN/m GY -0.200 - - - -10519 UNI kN/m GY -0.250 - - - -10520 UNI kN/m GY -0.250 - - - -10523 UNI kN/m GY -0.250 - - - -10524 UNI kN/m GY -0.250 - - - -10527 UNI kN/m GY -0.250 - - - -10528 UNI kN/m GY -0.250 - - - -10531 UNI kN/m GY -0.250 - - - -10532 UNI kN/m GY -0.250 - - - -10538 UNI kN/m GY -0.200 - - - -10541 UNI kN/m GY -0.230 - - - -10542 UNI kN/m GY -0.230 - - - -10545 UNI kN/m GY -0.200 - - - -10549 UNI kN/m GY -0.200 - - - -10550 UNI kN/m GY -0.200 - - - -10554 UNI kN/m GY -0.200 - - - -10556 UNI kN/m GY -0.100 - - - -10559 UNI kN/m GY -0.200 - - - -10560 UNI kN/m GY -0.200 - - - -10561 UNI kN/m GY -0.100 - - - -10562 UNI kN/m GY -0.100 - - - -10581 UNI kN/m GY -0.130 - - - -10582 UNI kN/m GY -0.130 - - - -10583 UNI kN/m GY -0.130 - - - -10584 UNI kN/m GY -0.130 - - - -10585 UNI kN/m GY -0.250 - - - -10586 UNI kN/m GY -0.250 - - - -10589 UNI kN/m GY -0.250 - - - -10590 UNI kN/m GY -0.250 - - - -10593 UNI kN/m GY -0.250 - - - -10594 UNI kN/m GY -0.250 - - - -10597 UNI kN/m GY -0.250 - - - -10598 UNI kN/m GY -0.250 - - - -10599 UNI kN/m GY -0.250 - - - -10600 UNI kN/m GY -0.250 - - - -10603 UNI kN/m GY -0.230 - - - -10604 UNI kN/m GY -0.230 - - - -10607 UNI kN/m GY -0.200 - - - -10608 UNI kN/m GY -0.200 - - - -10611 UNI kN/m GY -0.200 - - - -10612 UNI kN/m GY -0.200 - - - -10615 UNI kN/m GY -0.100 - - - -10616 UNI kN/m GY -0.100 - - - -
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35
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 2 DEAD LOAD (DL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10633 UNI kN/m GY -0.130 - - - -10634 UNI kN/m GY -0.130 - - - -10637 UNI kN/m GY -0.130 - - - -10638 UNI kN/m GY -0.130 - - - -10639 UNI kN/m GY -0.130 - - - -10640 UNI kN/m GY -0.130 - - - -10641 UNI kN/m GY -0.130 - - - -10644 UNI kN/m GY -0.130 - - - -10645 UNI kN/m GY -0.130 - - - -10646 UNI kN/m GY -0.130 - - - -
Beam Loads : 3 LIVE LOAD (LL)Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)705 UNI kN/m GY -0.380 - - - -708 UNI kN/m GY -0.750 - - - -711 UNI kN/m GY -0.750 - - - -714 UNI kN/m GY -0.850 - - - -717 UNI kN/m GY -1.000 - - - -720 UNI kN/m GY -1.000 - - - -723 UNI kN/m GY -1.000 - - - -726 UNI kN/m GY -1.000 - - - -729 UNI kN/m GY -1.000 - - - -732 UNI kN/m GY -0.470 - - - -733 UNI kN/m GY -0.470 - - - -3522 UNI kN/m GY -0.470 - - - -3525 UNI kN/m GY -0.470 - - - -3529 UNI kN/m GY -0.470 - - - -3533 UNI kN/m GY -0.470 - - - -3534 UNI kN/m GY -0.470 - - - -3544 UNI kN/m GY -1.000 - - - -3552 UNI kN/m GY -1.000 - - - -3559 UNI kN/m GY -1.000 - - - -3560 UNI kN/m GY -1.000 - - - -3572 UNI kN/m GY -1.000 - - - -3578 UNI kN/m GY -0.400 - - - -3581 UNI kN/m GY -0.400 - - - -3587 UNI kN/m GY -0.400 - - - -3595 UNI kN/m GY -1.000 - - - -3596 UNI kN/m GY -1.000 - - - -3609 UNI kN/m GY -1.000 - - - -3610 UNI kN/m GY -1.000 - - - -3621 UNI kN/m GY -1.000 - - - -3622 UNI kN/m GY -1.000 - - - -3629 UNI kN/m GY -1.000 - - - -
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36
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)3630 UNI kN/m GY -1.000 - - - -3641 UNI kN/m GY -0.400 - - - -3647 UNI kN/m GY -0.400 - - - -3655 UNI kN/m GY -0.850 - - - -3656 UNI kN/m GY -0.850 - - - -3672 UNI kN/m GY -0.750 - - - -3680 UNI kN/m GY -0.750 - - - -3687 UNI kN/m GY -0.750 - - - -3688 UNI kN/m GY -0.750 - - - -3695 UNI kN/m GY -0.750 - - - -3703 UNI kN/m GY -0.750 - - - -3711 UNI kN/m GY -0.750 - - - -3712 UNI kN/m GY -0.750 - - - -3722 UNI kN/m GY -0.380 - - - -3726 UNI kN/m GY -0.380 - - - -3729 UNI kN/m GY -0.380 - - - -3730 UNI kN/m GY -0.380 - - - -3742 UNI kN/m GY -0.400 - - - -3748 UNI kN/m GY -0.750 - - - -3756 UNI kN/m GY -0.750 - - - -3762 UNI kN/m GY -0.380 - - - -3766 UNI kN/m GY -0.470 - - - -3769 UNI kN/m GY -0.470 - - - -3770 UNI kN/m GY -0.470 - - - -3776 UNI kN/m GY -1.000 - - - -3783 UNI kN/m GY -1.000 - - - -3784 UNI kN/m GY -1.000 - - - -3792 UNI kN/m GY -0.400 - - - -3799 UNI kN/m GY -1.000 - - - -3800 UNI kN/m GY -1.000 - - - -3809 UNI kN/m GY -1.000 - - - -3810 UNI kN/m GY -1.000 - - - -3817 UNI kN/m GY -1.000 - - - -3818 UNI kN/m GY -1.000 - - - -3825 UNI kN/m GY -1.000 - - - -3826 UNI kN/m GY -1.000 - - - -3836 UNI kN/m GY -0.400 - - - -3843 UNI kN/m GY -0.850 - - - -3844 UNI kN/m GY -0.850 - - - -3851 UNI kN/m GY -0.750 - - - -3859 UNI kN/m GY -0.750 - - - -3860 UNI kN/m GY -0.750 - - - -3868 UNI kN/m GY -0.750 - - - -3874 UNI kN/m GY -0.380 - - - -3879 UNI kN/m GY -0.750 - - - -3880 UNI kN/m GY -0.750 - - - -
-
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37
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)3885 UNI kN/m GY -0.380 - - - -3886 UNI kN/m GY -0.380 - - - -6090 UNI kN/m GY -0.470 - - - -6113 UNI kN/m GY -0.470 - - - -6121 UNI kN/m GY -0.470 - - - -6131 UNI kN/m GY -0.470 - - - -6132 UNI kN/m GY -0.470 - - - -6150 UNI kN/m GY -1.000 - - - -6160 UNI kN/m GY -1.000 - - - -6173 UNI kN/m GY -1.000 - - - -6174 UNI kN/m GY -1.000 - - - -6190 UNI kN/m GY -1.000 - - - -6196 UNI kN/m GY -0.400 - - - -6203 UNI kN/m GY -0.400 - - - -6209 UNI kN/m GY -0.400 - - - -6219 UNI kN/m GY -1.000 - - - -6220 UNI kN/m GY -1.000 - - - -6239 UNI kN/m GY -1.000 - - - -6240 UNI kN/m GY -1.000 - - - -6259 UNI kN/m GY -1.000 - - - -6260 UNI kN/m GY -1.000 - - - -6271 UNI kN/m GY -1.000 - - - -6272 UNI kN/m GY -1.000 - - - -6289 UNI kN/m GY -0.400 - - - -6295 UNI kN/m GY -0.400 - - - -6305 UNI kN/m GY -0.850 - - - -6306 UNI kN/m GY -0.850 - - - -6328 UNI kN/m GY -0.750 - - - -6338 UNI kN/m GY -0.750 - - - -6351 UNI kN/m GY -0.750 - - - -6352 UNI kN/m GY -0.750 - - - -6361 UNI kN/m GY -0.750 - - - -6367 UNI kN/m GY -0.750 - - - -6377 UNI kN/m GY -0.750 - - - -6378 UNI kN/m GY -0.750 - - - -6394 UNI kN/m GY -0.380 - - - -6400 UNI kN/m GY -0.380 - - - -6407 UNI kN/m GY -0.380 - - - -6408 UNI kN/m GY -0.380 - - - -6430 UNI kN/m GY -0.400 - - - -6440 UNI kN/m GY -0.750 - - - -6450 UNI kN/m GY -0.750 - - - -6456 UNI kN/m GY -0.380 - - - -6460 UNI kN/m GY -0.470 - - - -6465 UNI kN/m GY -0.470 - - - -6466 UNI kN/m GY -0.470 - - - -
-
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38
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)6474 UNI kN/m GY -1.000 - - - -6483 UNI kN/m GY -1.000 - - - -6484 UNI kN/m GY -1.000 - - - -6494 UNI kN/m GY -0.400 - - - -6503 UNI kN/m GY -1.000 - - - -6504 UNI kN/m GY -1.000 - - - -6517 UNI kN/m GY -1.000 - - - -6518 UNI kN/m GY -1.000 - - - -6531 UNI kN/m GY -1.000 - - - -6532 UNI kN/m GY -1.000 - - - -6541 UNI kN/m GY -1.000 - - - -6542 UNI kN/m GY -1.000 - - - -6554 UNI kN/m GY -0.400 - - - -6563 UNI kN/m GY -0.850 - - - -6564 UNI kN/m GY -0.850 - - - -6573 UNI kN/m GY -0.750 - - - -6583 UNI kN/m GY -0.750 - - - -6584 UNI kN/m GY -0.750 - - - -6594 UNI kN/m GY -0.750 - - - -6602 UNI kN/m GY -0.380 - - - -6615 UNI kN/m GY -0.750 - - - -6616 UNI kN/m GY -0.750 - - - -6627 UNI kN/m GY -0.380 - - - -6628 UNI kN/m GY -0.380 - - - -6687 UNI kN/m GY -0.470 - - - -6688 UNI kN/m GY -0.470 - - - -6689 UNI kN/m GY -0.470 - - - -6690 UNI kN/m GY -0.470 - - - -6691 UNI kN/m GY -0.470 - - - -6694 UNI kN/m GY -0.470 - - - -6695 UNI kN/m GY -0.470 - - - -6696 UNI kN/m GY -0.470 - - - -
10340 UNI kN/m GY -0.470 - - - -10344 UNI kN/m GY -0.470 - - - -10347 UNI kN/m GY -0.470 - - - -10351 UNI kN/m GY -0.470 - - - -10359 UNI kN/m GY -0.470 - - - -10365 UNI kN/m GY -0.470 - - - -10367 UNI kN/m GY -0.470 - - - -10368 UNI kN/m GY -0.470 - - - -10375 UNI kN/m GY -0.470 - - - -10376 UNI kN/m GY -0.470 - - - -10384 UNI kN/m GY -1.000 - - - -10388 UNI kN/m GY -1.000 - - - -10391 UNI kN/m GY -1.000 - - - -10392 UNI kN/m GY -1.000 - - - -
-
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39
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10398 UNI kN/m GY -1.000 - - - -10400 UNI kN/m GY -0.400 - - - -10401 UNI kN/m GY -0.400 - - - -10405 UNI kN/m GY -0.400 - - - -10409 UNI kN/m GY -1.000 - - - -10410 UNI kN/m GY -1.000 - - - -10415 UNI kN/m GY -1.000 - - - -10416 UNI kN/m GY -1.000 - - - -10421 UNI kN/m GY -1.000 - - - -10422 UNI kN/m GY -1.000 - - - -10425 UNI kN/m GY -1.000 - - - -10426 UNI kN/m GY -1.000 - - - -10431 UNI kN/m GY -0.400 - - - -10435 UNI kN/m GY -0.400 - - - -10439 UNI kN/m GY -0.850 - - - -10440 UNI kN/m GY -0.850 - - - -10448 UNI kN/m GY -0.750 - - - -10452 UNI kN/m GY -0.750 - - - -10455 UNI kN/m GY -0.750 - - - -10456 UNI kN/m GY -0.750 - - - -10459 UNI kN/m GY -0.750 - - - -10463 UNI kN/m GY -0.750 - - - -10467 UNI kN/m GY -0.750 - - - -10468 UNI kN/m GY -0.750 - - - -10472 UNI kN/m GY -0.380 - - - -10474 UNI kN/m GY -0.380 - - - -10475 UNI kN/m GY -0.380 - - - -10476 UNI kN/m GY -0.380 - - - -10482 UNI kN/m GY -0.400 - - - -10486 UNI kN/m GY -0.750 - - - -10490 UNI kN/m GY -0.750 - - - -10492 UNI kN/m GY -0.380 - - - -10496 UNI kN/m GY -0.470 - - - -10499 UNI kN/m GY -0.470 - - - -10500 UNI kN/m GY -0.470 - - - -10502 UNI kN/m GY -0.470 - - - -10503 UNI kN/m GY -0.470 - - - -10504 UNI kN/m GY -0.470 - - - -10508 UNI kN/m GY -1.000 - - - -10511 UNI kN/m GY -1.000 - - - -10512 UNI kN/m GY -1.000 - - - -10516 UNI kN/m GY -0.400 - - - -10519 UNI kN/m GY -1.000 - - - -10520 UNI kN/m GY -1.000 - - - -10523 UNI kN/m GY -1.000 - - - -10524 UNI kN/m GY -1.000 - - - -
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40
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10527 UNI kN/m GY -1.000 - - - -10528 UNI kN/m GY -1.000 - - - -10531 UNI kN/m GY -1.000 - - - -10532 UNI kN/m GY -1.000 - - - -10538 UNI kN/m GY -0.400 - - - -10541 UNI kN/m GY -0.850 - - - -10542 UNI kN/m GY -0.850 - - - -10545 UNI kN/m GY -0.750 - - - -10549 UNI kN/m GY -0.750 - - - -10550 UNI kN/m GY -0.750 - - - -10554 UNI kN/m GY -0.750 - - - -10556 UNI kN/m GY -0.380 - - - -10559 UNI kN/m GY -0.750 - - - -10560 UNI kN/m GY -0.750 - - - -10561 UNI kN/m GY -0.380 - - - -10562 UNI kN/m GY -0.380 - - - -10581 UNI kN/m GY -0.470 - - - -10582 UNI kN/m GY -0.470 - - - -10583 UNI kN/m GY -0.470 - - - -10584 UNI kN/m GY -0.470 - - - -10585 UNI kN/m GY -1.000 - - - -10586 UNI kN/m GY -1.000 - - - -10589 UNI kN/m GY -1.000 - - - -10590 UNI kN/m GY -1.000 - - - -10593 UNI kN/m GY -1.000 - - - -10594 UNI kN/m GY -1.000 - - - -10597 UNI kN/m GY -1.000 - - - -10598 UNI kN/m GY -1.000 - - - -10599 UNI kN/m GY -1.000 - - - -10600 UNI kN/m GY -1.000 - - - -10603 UNI kN/m GY -0.850 - - - -10604 UNI kN/m GY -0.850 - - - -10607 UNI kN/m GY -0.750 - - - -10608 UNI kN/m GY -0.750 - - - -10611 UNI kN/m GY -0.750 - - - -10612 UNI kN/m GY -0.750 - - - -10615 UNI kN/m GY -0.380 - - - -10616 UNI kN/m GY -0.380 - - - -10633 UNI kN/m GY -0.470 - - - -10634 UNI kN/m GY -0.470 - - - -10637 UNI kN/m GY -0.470 - - - -10638 UNI kN/m GY -0.470 - - - -10639 UNI kN/m GY -0.470 - - - -10640 UNI kN/m GY -0.470 - - - -10641 UNI kN/m GY -0.470 - - - -10644 UNI kN/m GY -0.470 - - - -
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41
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam Loads : 3 LIVE LOAD (LL) Cont...Beam Type Direction Fa Da
(m)Fb Db Ecc.
(m)10645 UNI kN/m GY -0.470 - - - -10646 UNI kN/m GY -0.470 - - - -
Node Displacement SummaryNode L/C X
(mm)Y
(mm)Z
(mm)Resultant
(mm)rX
(rad)rY
(rad)rZ
(rad)Max X 717 101:LOAD COMB 1.4(SW+DL)+1.6(LL)
4.229 -3.765 -3.969 6.914 0.000 0.000 -0.004Min X 120 3:LIVE LOAD (LL) -0.732 -1.654 -0.585 1.901 0.000 0.000 0.002Max Y 3014 1:SELFWEIGHT(SW) 0.000
0.000 0.000 0.000 0.000 -0.000 -0.000Min Y 114 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.576 -7.168 -3.592 8.171 -0.000 0.000 0.000Max Z 2983 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.022 -0.105
0.006 0.107 -0.000 0.000 -0.000Min Z 724 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 3.842 -3.172 -4.331 6.602 -0.001 0.000 0.000
Max rX 142 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.508 -5.198 -3.586 6.493 0.001 0.000 0.000
Min rX 725 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 3.844 -3.185 -4.264 6.565 -0.001 0.000 -0.000Max rY 716 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.114 -3.679 -3.967 6.797 0.000
0.000 -0.004Min rY 626 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.155 -5.556 -4.127 8.072 0.000 -0.000 0.002Max rZ 120 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.532 -6.008 -3.621 7.180 0.000 0.000
0.003Min rZ 717 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.229 -3.765 -3.969 6.914 0.000 0.000 -0.004
Max Rst 627 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.156 -6.317 -4.079 8.591 0.000 -0.000 -0.000
Beam Displacement Detail SummaryDisplacements shown in italic indicate the presence of an offset
Beam L/C d(m)
X(mm)
Y(mm)
Z(mm)
Resultant(mm)
Max X 6920 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.400 4.787 -5.370 -4.074 8.268
Min X 77 3:LIVE LOAD (LL) 1.400 -1.150 -1.932 -0.580 2.322Max Y 16711 1:SELFWEIGHT(SW) 0.000 0.000
0.000 0.000 0.000Min Y 3809 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.625 1.553 -7.950 -3.580 8.856Max Z 17741 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.260 0.016 -0.077
0.019 0.080Min Z 6105 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.600 3.807 -4.980 -4.495 7.713
Max Rst 6518 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.625 4.155 -6.939 -4.111 9.073
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42
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Beam End Displacement SummaryDisplacements shown in italic indicate the presence of an offset
Beam Node L/C X(mm)
Y(mm)
Z(mm)
Resultant(mm)
Max X 720 717 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.229 -3.764 -3.969 6.914
Min X 60 120 3:LIVE LOAD (LL) -0.732 -1.656 -0.585 1.902Max Y 16711 3124 1:SELFWEIGHT(SW) 0.000
0.000 0.000 0.000Min Y 57 114 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.576 -7.169 -3.592 8.172Max Z 17712 2983 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.022 -0.105
0.006 0.107Min Z 741 724 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 3.842 -3.172 -4.331 6.601
Max Rst 6517 627 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.156 -6.316 -4.080 8.591
Beam End Force SummaryThe signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam.
Axial Shear Torsion BendingBeam Node L/C Fx
(kN)Fy
(kN)Fz
(kN)Mx
(kNm)My
(kNm)Mz
(kNm)Max Fx 17039 3086 101:LOAD COMB 1.4(SW+DL)+1.6(LL)
11.912 0.001 0.001 -0.000 -0.000 -0.000Min Fx 789 763 101:LOAD COMB 1.4(SW+DL)+1.6(LL)-0.090 0.171 0.002 0.000 -0.001 0.105Max Fy 3818 122 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.091
1.372 0.002 0.000 -0.001 0.292Min Fy 3817 122 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.092 -1.382 0.001 0.000 0.001 0.296Max Fz 6756 3320 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 4.736 -0.003
0.023 -0.000 -0.023 -0.003Min Fz 7090 798 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.393 0.003 -0.043 -0.000 0.039 0.003Max Mx 3806 116 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.066 0.045 -0.002
0.021 0.001 0.019Min Mx 3834 128 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.055 0.009 -0.001 -0.024 0.001 -0.004Max My 7090 798 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.393 0.003 -0.043 -0.000
0.039 0.003Min My 7090 730 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.318 0.003 -0.043 -0.000 -0.048 -0.003Max Mz 10598 1616 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.085 1.317 0.002 -0.000 -0.001
0.306Min Mz 60 120 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 1.159 0.093 0.001 -0.000 0.001 -0.124
Reaction Summary Horizontal Vertical Horizontal Moment
Node L/C FX(kN)
FY(kN)
FZ(kN)
MX(kNm)
MY(kNm)
MZ(kNm)
Max FX 3130 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.015 4.086 0.000 0.000 0.000 0.000
Min FX 3089 101:LOAD COMB 1.4(SW+DL)+1.6(LL)-0.014 10.380 -0.000 0.000 0.000 0.000Max FY 3086 101:LOAD COMB 1.4(SW+DL)+1.6(LL)-0.001
11.912 0.001 0.000 0.000 0.000Min FY 3134 2:DEAD LOAD (DL) 0.000
0.084 -0.000 0.000 0.000 0.000Max FZ 3033 101:LOAD COMB 1.4(SW+DL)+1.6(LL) 0.000 10.142
0.014 0.000 0.000 0.000Min FZ 3075 101:LOAD COMB 1.4(SW+DL)+1.6(LL)-0.000 3.931 -0.015 0.000 0.000 0.000Max MX 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000
0.000 0.000 0.000Min MX 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000
0.000 0.000 0.000Max MY 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000 0.000
0.000 0.000Min MY 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000 0.000
0.000 0.000Max MZ 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000 0.000 0.000
0.000Min MZ 3014 1:SELFWEIGHT(SW)-0.000 3.954 -0.000 0.000 0.000
0.000
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43
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization RatioBeam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
1 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.7 (C) 3 3.483 9.319 9.319 18.6382 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.7 (C) 3 3.483 9.319 9.319 18.6383 CHS48.6X2.4 CHS48.6X2.4 0.028 1.000 0.028 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6384 CHS48.6X2.4 CHS48.6X2.4 0.018 1.000 0.018 ANNEX I.1 3 3.483 9.319 9.319 18.6385 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.6386 CHS48.6X2.4 CHS48.6X2.4 0.023 1.000 0.023 ANNEX I.1 3 3.483 9.319 9.319 18.6387 CHS48.6X2.4 CHS48.6X2.4 0.034 1.000 0.034 ANNEX I.1 3 3.483 9.319 9.319 18.6388 CHS48.6X2.4 CHS48.6X2.4 0.037 1.000 0.037 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6389 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 BS-4.7 (C) 3 3.483 9.319 9.319 18.63810 CHS48.6X2.4 CHS48.6X2.4 0.032 1.000 0.032 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63811 CHS48.6X2.4 CHS48.6X2.4 0.030 1.000 0.030 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63812 CHS48.6X2.4 CHS48.6X2.4 0.032 1.000 0.032 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63813 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63814 CHS48.6X2.4 CHS48.6X2.4 0.025 1.000 0.025 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63815 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63816 CHS48.6X2.4 CHS48.6X2.4 0.018 1.000 0.018 BS-4.7 (C) 3 3.483 9.319 9.319 18.63817 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63818 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 ANNEX I.1 3 3.483 9.319 9.319 18.63819 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 ANNEX I.1 3 3.483 9.319 9.319 18.63820 CHS48.6X2.4 CHS48.6X2.4 0.028 1.000 0.028 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63821 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 ANNEX I.1 3 3.483 9.319 9.319 18.63822 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 ANNEX I.1 3 3.483 9.319 9.319 18.63823 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63824 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 ANNEX I.1 3 3.483 9.319 9.319 18.63825 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 ANNEX I.1 3 3.483 9.319 9.319 18.63826 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63827 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 ANNEX I.1 3 3.483 9.319 9.319 18.63828 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63829 CHS48.6X2.4 CHS48.6X2.4 0.025 1.000 0.025 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63830 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63831 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 ANNEX I.1 3 3.483 9.319 9.319 18.63832 CHS48.6X2.4 CHS48.6X2.4 0.025 1.000 0.025 ANNEX I.1 3 3.483 9.319 9.319 18.63833 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63834 CHS48.6X2.4 CHS48.6X2.4 0.030 1.000 0.030 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63835 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63836 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63837 CHS48.6X2.4 CHS48.6X2.4 0.020 1.000 0.020 BS-4.7 (C) 3 3.483 9.319 9.319 18.63838 CHS48.6X2.4 CHS48.6X2.4 0.028 1.000 0.028 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63839 CHS48.6X2.4 CHS48.6X2.4 0.025 1.000 0.025 ANNEX I.1 3 3.483 9.319 9.319 18.63840 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 ANNEX I.1 3 3.483 9.319 9.319 18.63841 CHS48.6X2.4 CHS48.6X2.4 0.020 1.000 0.020 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63842 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.63843 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63844 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63845 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63846 CHS48.6X2.4 CHS48.6X2.4 0.029 1.000 0.029 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.638
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44
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
47 CHS48.6X2.4 CHS48.6X2.4 0.022 1.000 0.022 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63848 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63849 CHS48.6X2.4 CHS48.6X2.4 0.028 1.000 0.028 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63850 CHS48.6X2.4 CHS48.6X2.4 0.030 1.000 0.030 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63851 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63852 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.7 (C) 3 3.483 9.319 9.319 18.63853 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.7 (C) 3 3.483 9.319 9.319 18.63854 CHS48.6X2.4 CHS48.6X2.4 0.038 1.000 0.038 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63855 CHS48.6X2.4 CHS48.6X2.4 0.032 1.000 0.032 BS-4.7 (C) 3 3.483 9.319 9.319 18.63856 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 ANNEX I.1 3 3.483 9.319 9.319 18.63857 CHS48.6X2.4 CHS48.6X2.4 0.037 1.000 0.037 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63858 CHS48.6X2.4 CHS48.6X2.4 0.044 1.000 0.044 ANNEX I.1 3 3.483 9.319 9.319 18.63859 CHS48.6X2.4 CHS48.6X2.4 0.037 1.000 0.037 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63860 CHS48.6X2.4 CHS48.6X2.4 0.044 1.000 0.044 ANNEX I.1 3 3.483 9.319 9.319 18.63861 CHS48.6X2.4 CHS48.6X2.4 0.037 1.000 0.037 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63862 CHS48.6X2.4 CHS48.6X2.4 0.042 1.000 0.042 ANNEX I.1 3 3.483 9.319 9.319 18.63863 CHS48.6X2.4 CHS48.6X2.4 0.038 1.000 0.038 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63864 CHS48.6X2.4 CHS48.6X2.4 0.020 1.000 0.020 ANNEX I.1 3 3.483 9.319 9.319 18.63865 CHS48.6X2.4 CHS48.6X2.4 0.034 1.000 0.034 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63866 CHS48.6X2.4 CHS48.6X2.4 0.031 1.000 0.031 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63867 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63868 CHS48.6X2.4 CHS48.6X2.4 0.032 1.000 0.032 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63869 CHS48.6X2.4 CHS48.6X2.4 0.023 1.000 0.023 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63870 CHS48.6X2.4 CHS48.6X2.4 0.036 1.000 0.036 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63871 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.63872 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 ANNEX I.1 3 3.483 9.319 9.319 18.63873 CHS48.6X2.4 CHS48.6X2.4 0.038 1.000 0.038 ANNEX I.1 3 3.483 9.319 9.319 18.63874 CHS48.6X2.4 CHS48.6X2.4 0.039 1.000 0.039 ANNEX I.1 3 3.483 9.319 9.319 18.63875 CHS48.6X2.4 CHS48.6X2.4 0.042 1.000 0.042 ANNEX I.1 3 3.483 9.319 9.319 18.63876 CHS48.6X2.4 CHS48.6X2.4 0.045 1.000 0.045 ANNEX I.1 3 3.483 9.319 9.319 18.63877 CHS48.6X2.4 CHS48.6X2.4 0.043 1.000 0.043 ANNEX I.1 3 3.483 9.319 9.319 18.63878 CHS48.6X2.4 CHS48.6X2.4 0.043 1.000 0.043 ANNEX I.1 3 3.483 9.319 9.319 18.63879 CHS48.6X2.4 CHS48.6X2.4 0.047 1.000 0.047 ANNEX I.1 3 3.483 9.319 9.319 18.63880 CHS48.6X2.4 CHS48.6X2.4 0.052 1.000 0.052 ANNEX I.1 3 3.483 9.319 9.319 18.63881 CHS48.6X2.4 CHS48.6X2.4 0.034 1.000 0.034 ANNEX I.1 3 3.483 9.319 9.319 18.638
705 CHS48.6X2.4 CHS48.6X2.4 0.033 1.000 0.033 ANNEX I.1 3 3.483 9.319 9.319 18.638708 CHS48.6X2.4 CHS48.6X2.4 0.072 1.000 0.072 ANNEX I.1 3 3.483 9.319 9.319 18.638711 CHS48.6X2.4 CHS48.6X2.4 0.071 1.000 0.071 ANNEX I.1 3 3.483 9.319 9.319 18.638714 CHS48.6X2.4 CHS48.6X2.4 0.082 1.000 0.082 ANNEX I.1 3 3.483 9.319 9.319 18.638717 CHS48.6X2.4 CHS48.6X2.4 0.097 1.000 0.097 ANNEX I.1 3 3.483 9.319 9.319 18.638720 CHS48.6X2.4 CHS48.6X2.4 0.095 1.000 0.095 ANNEX I.1 3 3.483 9.319 9.319 18.638723 CHS48.6X2.4 CHS48.6X2.4 0.097 1.000 0.097 ANNEX I.1 3 3.483 9.319 9.319 18.638726 CHS48.6X2.4 CHS48.6X2.4 0.098 1.000 0.098 ANNEX I.1 3 3.483 9.319 9.319 18.638729 CHS48.6X2.4 CHS48.6X2.4 0.098 1.000 0.098 ANNEX I.1 3 3.483 9.319 9.319 18.638732 CHS48.6X2.4 CHS48.6X2.4 0.043 1.000 0.043 ANNEX I.1 3 3.483 9.319 9.319 18.638733 CHS48.6X2.4 CHS48.6X2.4 0.048 1.000 0.048 ANNEX I.1 3 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
45
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
738 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 ANNEX I.1 1 3.483 9.319 9.319 18.638741 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 ANNEX I.1 1 3.483 9.319 9.319 18.638744 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 ANNEX I.1 1 3.483 9.319 9.319 18.638747 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 ANNEX I.1 1 3.483 9.319 9.319 18.638750 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 ANNEX I.1 1 3.483 9.319 9.319 18.638753 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 ANNEX I.1 1 3.483 9.319 9.319 18.638756 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 ANNEX I.1 1 3.483 9.319 9.319 18.638759 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 ANNEX I.1 1 3.483 9.319 9.319 18.638762 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 ANNEX I.1 1 3.483 9.319 9.319 18.638765 CHS48.6X2.4 CHS48.6X2.4 0.004 1.000 0.004 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638768 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.638771 CHS48.6X2.4 CHS48.6X2.4 0.019 1.000 0.019 BS-4.8.2.2 3 3.483 9.319 9.319 18.638774 CHS48.6X2.4 CHS48.6X2.4 0.021 1.000 0.021 BS-4.8.2.2 3 3.483 9.319 9.319 18.638777 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.2.2 3 3.483 9.319 9.319 18.638780 CHS48.6X2.4 CHS48.6X2.4 0.025 1.000 0.025 BS-4.8.2.2 3 3.483 9.319 9.319 18.638783 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 BS-4.8.2.2 3 3.483 9.319 9.319 18.638786 CHS48.6X2.4 CHS48.6X2.4 0.026 1.000 0.026 BS-4.8.2.2 3 3.483 9.319 9.319 18.638789 CHS48.6X2.4 CHS48.6X2.4 0.027 1.000 0.027 BS-4.8.2.2 3 3.483 9.319 9.319 18.638792 CHS48.6X2.4 CHS48.6X2.4 0.024 1.000 0.024 BS-4.8.2.2 3 3.483 9.319 9.319 18.638795 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 3 3.483 9.319 9.319 18.638796 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 3 3.483 9.319 9.319 18.638801 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 1 3.483 9.319 9.319 18.638804 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 1 3.483 9.319 9.319 18.638807 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 1 3.483 9.319 9.319 18.638810 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 1 3.483 9.319 9.319 18.638813 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 1 3.483 9.319 9.319 18.638816 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 1 3.483 9.319 9.319 18.638819 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 1 3.483 9.319 9.319 18.638822 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 1 3.483 9.319 9.319 18.638825 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 1 3.483 9.319 9.319 18.638828 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.2.2 1 3.483 9.319 9.319 18.638831 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638834 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638837 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638840 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 ANNEX I.1 3 3.483 9.319 9.319 18.638843 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 ANNEX I.1 3 3.483 9.319 9.319 18.638846 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 ANNEX I.1 3 3.483 9.319 9.319 18.638849 CHS48.6X2.4 CHS48.6X2.4 0.018 1.000 0.018 ANNEX I.1 3 3.483 9.319 9.319 18.638852 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 ANNEX I.1 3 3.483 9.319 9.319 18.638855 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 ANNEX I.1 3 3.483 9.319 9.319 18.638858 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638859 CHS48.6X2.4 CHS48.6X2.4 0.007 1.000 0.007 BS-4.8.3.2 3 3.483 9.319 9.319 18.638864 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638867 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638870 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638873 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
46
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
876 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638879 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638882 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638885 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638888 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638891 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638894 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.638897 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638900 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638903 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638906 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.638909 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.638912 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 3 3.483 9.319 9.319 18.638915 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.638918 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.638921 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.638922 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.2.2 3 3.483 9.319 9.319 18.638927 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638930 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638933 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638936 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638939 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638942 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638945 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 1 3.483 9.319 9.319 18.638948 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638951 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.638954 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638957 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638960 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.638963 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638966 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.638969 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.638972 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.638975 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.638978 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 3 3.483 9.319 9.319 18.638981 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638984 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638985 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.638990 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638993 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638996 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638999 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381002 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381005 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381008 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381011 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
47
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
1014 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381017 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381020 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381023 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381026 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381029 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381032 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381035 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381038 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381041 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381044 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381047 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381048 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381053 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381056 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381059 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381062 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381065 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381068 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381071 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381074 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381077 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381080 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381083 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381086 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381089 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381092 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381095 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381098 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381101 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381104 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381107 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381110 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381111 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381116 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381119 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381122 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381125 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381128 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381131 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381134 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381137 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381140 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381143 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381146 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381149 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
48
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
1152 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381155 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381158 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381161 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381164 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381167 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381170 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381173 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381174 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381179 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381182 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381185 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381188 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381191 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381194 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381197 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381200 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381203 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381206 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381209 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381212 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381215 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381218 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381221 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381224 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381227 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381230 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381233 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381236 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381237 CHS48.6X2.4 CHS48.6X2.4 0.004 1.000 0.004 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381242 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381245 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381248 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381251 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381254 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381257 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381260 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381263 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381266 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381269 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381272 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381275 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381278 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381281 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381284 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381287 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
49
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
1290 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381293 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 3 3.483 9.319 9.319 18.6381296 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381299 CHS48.6X2.4 CHS48.6X2.4 0.009 1.000 0.009 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381300 CHS48.6X2.4 CHS48.6X2.4 0.004 1.000 0.004 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381305 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381308 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381311 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381314 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381317 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381320 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381323 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381326 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381329 CHS48.6X2.4 CHS48.6X2.4 0.009 1.000 0.009 BS-4.8.2.2 1 3.483 9.319 9.319 18.6381332 CHS48.6X2.4 CHS48.6X2.4 0.004 1.000 0.004 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381632 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381635 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381638 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381641 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381644 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381647 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381650 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6381653 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381656 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381659 CHS48.6X2.4 CHS48.6X2.4 0.009 1.000 0.009 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381660 CHS48.6X2.4 CHS48.6X2.4 0.006 1.000 0.006 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381667 CHS48.6X2.4 CHS48.6X2.4 0.012 1.000 0.012 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381670 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381673 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381676 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381736 CHS48.6X2.4 CHS48.6X2.4 0.009 1.000 0.009 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381739 CHS48.6X2.4 CHS48.6X2.4 0.006 1.000 0.006 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381790 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381792 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381795 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6381798 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.3.3.3 1 3.483 9.319 9.319 18.6383522 CHS48.6X2.4 CHS48.6X2.4 0.045 1.000 0.045 ANNEX I.1 3 3.483 9.319 9.319 18.6383524 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383525 CHS48.6X2.4 CHS48.6X2.4 0.044 1.000 0.044 ANNEX I.1 3 3.483 9.319 9.319 18.6383527 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383529 CHS48.6X2.4 CHS48.6X2.4 0.044 1.000 0.044 ANNEX I.1 3 3.483 9.319 9.319 18.6383531 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383533 CHS48.6X2.4 CHS48.6X2.4 0.031 1.000 0.031 ANNEX I.1 3 3.483 9.319 9.319 18.6383534 CHS48.6X2.4 CHS48.6X2.4 0.028 1.000 0.028 ANNEX I.1 3 3.483 9.319 9.319 18.6383535 CHS48.6X2.4 CHS48.6X2.4 0.004 1.000 0.004 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383536 CHS48.6X2.4 CHS48.6X2.4 0.011 1.000 0.011 BS-4.8.2.2 3 3.483 9.319 9.319 18.638
-
Software licensed to Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
50
Erection of External Scaffold for CUI @ Column 502, SCS
Calc of External Scaffold (72mH) with working platforms for CUI @ Column 502, SCS
HL_SCS_C502_Escaf(72mH)_calc
31.05.2015
31-May-2015 04:31HL_SCS_C502_Escaf(72mH)_calc.std
Utilization Ratio Cont...Beam Analysis
PropertyDesign
PropertyActualRatio
AllowableRatio
Ratio(Act./Allow.)
Clause L/C Ax(cm2)
Iz(cm4)
Iy(cm4)
Ix(cm4)
3538 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6383540 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383542 CHS48.6X2.4 CHS48.6X2.4 0.010 1.000 0.010 ANNEX I.1 3 3.483 9.319 9.319 18.6383544 CHS48.6X2.4 CHS48.6X2.4 0.061 1.000 0.061 ANNEX I.1 3 3.483 9.319 9.319 18.6383546 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383548 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383550 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 ANNEX I.1 3 3.483 9.319 9.319 18.6383552 CHS48.6X2.4 CHS48.6X2.4 0.067 1.000 0.067 ANNEX I.1 3 3.483 9.319 9.319 18.6383554 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383556 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383557 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.6383558 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 ANNEX I.1 3 3.483 9.319 9.319 18.6383559 CHS48.6X2.4 CHS48.6X2.4 0.094 1.000 0.094 ANNEX I.1 3 3.483 9.319 9.319 18.6383560 CHS48.6X2.4 CHS48.6X2.4 0.096 1.000 0.096 ANNEX I.1 3 3.483 9.319 9.319 18.6383561 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383562 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383563 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383564 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383565 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.6383566 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.6383567 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383568 CHS48.6X2.4 CHS48.6X2.4 0.016 1.000 0.016 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383569 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 ANNEX I.1 3 3.483 9.319 9.319 18.6383570 CHS48.6X2.4 CHS48.6X2.4 0.015 1.000 0.015 ANNEX I.1 3 3.483 9.319 9.319 18.6383572 CHS48.6X2.4 CHS48.6X2.4 0.094 1.000 0.094 ANNEX I.1 3 3.483 9.319 9.319 18.6383573 CHS48.6X2.4 CHS48.6X2.4 0.014 1.000 0.014 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383574 CHS48.6X2.4 CHS48.6X2.4 0.017 1.000 0.017 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383576 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383578 CHS48.6X2.4 CHS48.6X2.4 0.039 1.000 0.039 ANNEX I.1 3 3.483 9.319 9.319 18.6383580 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383581 CHS48.6X2.4 CHS48.6X2.4 0.039 1.000 0.039 ANNEX I.1 3 3.483 9.319 9.319 18.6383583 CHS48.6X2.4 CHS48.6X2.4 0.003 1.000 0.003 BS-4.8.2.2 1 3.483 9.319 9.319 18.6383586 CHS48.6X2.4 CHS48.6X2.4 0.013 1.000 0.013 BS-4.8.3.3.3 3 3.483 9.319 9.319 18.6383587 CHS48.6X2.4 CHS48.6X2.4 0.042 1.000 0.042 ANNEX I.1 3 3.483 9.319 9.319 18.6383590 CHS48.6X2.4 CHS48.6X2.4 0.007 1.000 0.007 BS-4.8.2.2 3 3.483 9.319 9.319 18.6383591 CHS48.6X2.4 CHS48.6X2.4 0.005 1.000 0.005 BS-4.8.2.2 3 3.483 9.319 9.319 18.63835
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