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RCC72 Stairs & Landings - Multiple
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Project Spreadsheets to BS 8110 Client Advisory Group Made by Date Page
Location North Staircase RMW 18-Apr-23 111
REINFORCED CONCRETE STAIRCASES to BS 8110:1997 Checked Revision Job No
Originated from RCC72.xls v2.1 on CD © 1999-2003 BCA for RCC chg - R68
FLIGHT 5Waist = 150 mm a = 2.500 m b = 0.600 m c = 0.600 m
L = 3.700 m
Waist 4.20Steps 1.88
Finishes 0.506.57 kN/m² n5 = 15.60 kN/m² 19.50 19.50
M = 19.50 x ( 1.850 - 0.625 ) = 23.89 kNm/m d = 124 mm K = 0.0444
As = 557 mm² PROVIDE 8 T12 @ 150 B = 905 mm² L/d = 29.839 < 30.582 allowed OK
As increased by 53.6 % for deflectionLANDING 4+7.000 m
h = 150 mm L = 2.800 m
Self wt 3.54 n5 = 16.25 kN/m²
Finishes 1.30 n4 = 16.25 kN/m²
4.84 kN/m² nd = 13.18 kN/m² 37.95 37.95
M = 37.95 x 1.400 - 12.91 - 14.14 = 26.08 kNm/m d = 124 mm K = 0.0485
As = 611 mm² PROVIDE 6 T12 @ 220 B = 679 mm² L/d = 22.581 < 23.899 allowed OK
As increased by 3.4 % for deflectionFLIGHT 6
Waist = 150 mm a = 2.500 m b = 0.600 m c = 0.375 m
L = 3.475 m
Waist 4.20Steps 1.88
Finishes 0.506.57 kN/m² n6 = 15.60 kN/m² 18.24 20.77
M = 18.24 x ( 1.769 - 0.585 ) = 21.61 kNm/m d = 124 mm K = 0.0401
As = 502 mm² PROVIDE 6 T12 @ 220 B = 679 mm² L/d = 28.024 < 29.072 allowed OK
As increased by 27.0 % for deflectionLANDING 5+8.750 m
h = 150 mm L = 2.800 m
Self wt 3.54 n5 = 16.25 kN/m²
Finishes 1.30 n6 = 15.20 kN/m²
4.84 kN/m² ne = 13.18 kN/m² 37.65 36.99
M = 37.65 x 1.377 - 12.49 - 13.69 = 25.65 kNm/m d = 124 mm K = 0.0477
As = 600 mm² PROVIDE 6 T12 @ 220 B = 679 mm² L/d = 22.581 < 24.346 allowed OK
As increased by 2.7 % for deflectionLANDING 6+10.500 m
h = 150 mm L = 2.800 m
Self wt 3.54 n6 = 27.69 kN/m²
Finishes 1.304.84 kN/m² nf = 13.18 kN/m² 26.46 43.66
M = 43.66 x 1.119 - 8.25 - 15.10 = 25.52 kNm/m d = 125 mm K = 0.0467
As = 592 mm² PROVIDE 5 T10 @ 160 B = 393 mm² L/d = 22.400 < 23.383 allowed OK
As increased by 1.0 % for deflection
REINFORCED CONCRETE COUNCIL
Project Spreadsheets to BS 8110
Location North StaircaseREINFORCED CONCRETE STAIRCASES to BS 8110:1997 Made by RMW Job No R68
Originated from RCC72.xls v2.1 on CD © 1999-2003 BCA for RCC Date 18-Apr-23
CHOOSE BAR DIAMETERS
Flight 1 Flight 2 Landing 1 Flight 3 Landing 2 Flight 4 Landing 3 Flight 5 Landing 4 Flight 6 Landing 5 Landing 6
M 15.60 23.89 24.48 23.89 26.08 23.89 26.08 23.89 26.08 21.61 25.65 25.52h 150 150 150 150 150 150 150 150 150 150 150 150
assume d = 124 124 124 124 124 124 124 124 124 124 124 124K 0.0290 0.0444 0.0455 0.0444 0.0485 0.0444 0.0485 0.0444 0.0485 0.0401 0.0477 0.0474z 117.80 117.55 117.38 117.55 116.92 117.55 116.92 117.55 116.92 117.80 117.04 117.08
As/m 302.23 463.94 475.98 463.94 509.10 463.94 509.10 463.94 509.10 418.67 500.33 497.54= % 0.2437 0.3741 0.3839 0.3741 0.4106 0.3741 0.4106 0.3741 0.4106 0.3376 0.4035 0.4012
Clause b? N N N N N N N N N N N NSmax 310.00 310.00 310.00 310.00 310.00 310.00 310.00 310.00 310.00 310.00 310.00 310.00
Min spaces 4 4 4 4 4 4 4 4 4 4 4 3S 277.00 277.00 277.00 277.00 277.00 277.00 277.00 277.00 277.00 277.00 277.00 219.33
Dia 10 12 12 12 12 12 12 12 12 12 12 10
0 68 810 1012 1216 1620 2025 2532 32
Disclaimer
Status of spreadsheetPublic release version.
Date Version22-Jan-03 RCC72 v2.1
11-Oct-02 RCC72 v2.0
3-Aug-99 RCC72 v1.0
All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version.
This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 and EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.
Revision history RCC72 Stairs & Landings - Multiple
ActionDETR logo replaced by DTI. 497
Version 2 enhancements 516
429
All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest
This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110 and EC2' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.
This spreadsheet is shareware. It may be distributed freely, but may not be used for commercial purposes until the user has registered with the RCC.
Revision history RCC72 Stairs & Landings - Multiple
Size (kB)
First public release. Includes b version comments