RCC31 One-way Slabs (a&D)

Project Spreadsheets to BS 8110

Client Advisory Group Made by Date Page

Location 8th Floor slab from A to G rmw 1-May-14 38

ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Checked Revision Job No

Originated from RCC31.xls on CD © 1999 BCA for RCC chg - R68

LOCATIONSupports from grid A to grid G

MATERIALS COVERS

fcu 35 N/mm² h agg 20 mm Top cover 25 mm

fy 460 N/mm² gs 1.05 steel Btm cover 25 mm

fyv 460 N/mm² gc 1.50 concrete

SPANS L (m) H (mm) SUPPORTS

SPAN 1 8.000 350 Support No Type

SPAN 2 7.200 250 1 k

SPAN 3 7.200 250 LOADING PATTERN 5 E

SPAN 4 7.200 250 min max K(nife), C(antilever) or E(ncastre)

SPAN 5 DEAD 1 1.4

SPAN 6 IMPOSED 1.6

LOADING UDLs (kN/m²) PLs (kN/m) Position (m) LOADING

Dead Imposed Position Dead Imposed Position

Span 1 Load Load from left Span 4 Load Load from left

UDL 9.70 5.00 ~~~~ UDL 6.00 1.50 ~~~~

PL 1 75.00 1.000 PL 1

PL 2 PL 2

Span 2 Span 5

UDL 6.00 1.50 ~~~~ UDL ~~~~

PL 1 PL 1

PL 2 PL 2

Span 3 Span 6

UDL 8.50 5.00 UDL ~~~~

PL 1 PL 1

PL 2 PL 2

LOADING DIAGRAM

A G

REACTIONS (kN/m)

SUPPORT 1 2 3 4 5

Characteristic Dead 97.97 79.89 47.15 55.54 19.65

Max Imposed 19.76 24.16 24.87 25.00 7.37

Min Imposed -26.35 -6.12 -2.22 -4.53 -9.44

MAX ULTIMATE 168.77 150.51 105.80 117.75 39.30

REINFORCED CONCRETE

COUNCIL

Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL


Location 8th Floor slab, from A to G rmw 1-May-14 39

ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSISChecked Revision Job No


BENDING MOMENT DIAGRAMS (kNm/m)

A Elastic Moments G A Redistributed Envelope G

SUPPORT No 1 2 3 4 5

Elastic M 94.2 56.6 77.3 49.2 ~ ~

Redistributed M 75.4 55.5 69.6 48.7 ~ ~

ßb 1.000 0.800 0.980 0.900 0.990 ~ ~

Redistribution 20.0% 2.0% 10.0% 1.0%

SPAN No 1 2 3 4

Elastic M 199.2 18.6 70.0 24.7 ~ ~

Redistributed M 199.2 16.1 70.2 22.8 ~ ~

ßb 1.000 0.865 1.003 0.924 ~ ~

SHEAR FORCE DIAGRAMS (kN/m)

A G A Redistributed Shears G

SPAN No 1 2 3

Elastic V 168.8 111.2 44.1 33.9 68.8 74.9

Redistributed V 168.8 108.9 44.5 36.1 69.7 74.6

SPAN No 4

Elastic V 45.3 39.9 ~ ~ ~ ~

Redistributed V 44.1 39.3 ~ ~ ~ ~

Elastic Shears

-250

-200

-150

-100

-50

0

50

100

150

0 10 20 30 40

-250

-200

-150

-100

-50

0

50

100

150

0 10 20 30 40

-150

-100

-50

0

50

100

150

200

0 5 10 15 20 25 30 35

-150

-100

-50

0

50

100

150

200

0 10 20 30 40

Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL


Location 8th Floor slab, from A to G rmw May-2014 41

ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Checked Revision Job No


SPAN 3 LEFT CENTRE RIGHT

Av 0 7200

ACTIONS M 55.5 70.2 69.6

ßb 0.98 1.00 0.90

V 69.68 74.60

DESIGN d 219.0 219.0 219.0

As 609 770 764

As' 0 As top 325 As' 0

TOP STEEL T 12 @ 175 T 10 @ 225 T 12 @ 125

As prov 646 As' prov 349 As prov 905

BTM STEEL T 12 @ 250 T 12 @ 125 T 10 @ 225

As' prov 452 As prov 905 As' prov 349

SHEAR v 0.318 0.341

vc 0.547 0.612

Links not required

DEFLECTION L/d 32.877 Allowed 35.882 ok (As increased by 5.2%)

& CHECKS % As ok ok ok

d'/x ok ok ok

max S ok ok ok

SPAN 4 LEFT CENTRE RIGHT

Av 0 7200

ACTIONS M 69.6 22.8 48.7

ßb 0.90 0.92 0.99

V 44.15 39.30

DESIGN d 219.0 220.0 219.0

As 764 325 535

As' 0 As top 325 As' 0

TOP STEEL T 12 @ 125 T 12 @ 300 T 12 @ 200

As prov 905 As' prov 377 As prov 565

BTM STEEL T 10 @ 225 T 10 @ 225 T 12 @ 300

As' prov 349 As prov 349 As' prov 377

SHEAR v 0.202 0.179

vc 0.612 0.523

Links not required

DEFLECTION L/d 32.727 Allowed 54.810 ok

& CHECKS % As ok ok ok

d'/x ok ok ok

max S ok ok ok


Location 8th Floor slab, from A to G

ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68 Page 42

Originated from RCC31.xls on CD © 1999 BCA for RCC Date 1-May-14

WEIGHT of REINFORCEMENTSUPPORT WIDTH SUPPORT WIDTH Bay width 10000 mm

SUPPORT WIDTHS 1 300 4 300

(mm) 2 300 5 300 DISTRIBUTION STEEL

3 300 f 10 mm

TOP STEEL Type Dia Spacing No Length Unit wt Weight

Support 1 T 12 @ 225 45 2225 0.888 88.9

Span 1 T 10 @ 0.617

Support 2 T 16 @ 225 45 3800 1.578 269.9

Span 2 T 10 @ 175 58 4375 0.617 156.4

Support 3 T 12 @ 175 58 3600 0.888 185.4

Span 3 T 10 @ 225 45 4375 0.617 121.4

Support 4 T 12 @ 125 80 3600 0.888 255.7

Span 4 T 12 @ 300 34 4525 0.888 136.6

Support 5 T 12 @ 200 50 2025 0.888 89.9

BOTTOM STEEL Support 1 T 12 @ 125 80 850 0.888 60.4

Span 1 T 20 @ 125 80 7650 2.466 1509.3

Support 2 T 16 @ 250 40 1575 1.578 99.4

Span 2 T 12 @ 300 34 6850 0.888 206.8

Support 3 T 12 @ 250 40 1275 0.888 45.3

Span 3 T 12 @ 125 80 6850 0.888 486.5

Support 4 T 10 @ 225 45 1125 0.617 31.2

Span 4 T 10 @ 225 45 6850 0.617 190.0

Support 5 T 12 @ 300 34 875 0.888 26.4

DISTRIBUTION STEEL

Bottom Span 1 T 10 @ 150 52 10400 0.617 333.4

Span 2 T 10 @ 225 31 10400 0.617 198.8

Span 3 T 10 @ 225 31 10400 0.617 198.8

Span 4 T 10 @ 225 31 10400 0.617 198.8

Top Span 1 T 10 @ 150 25 10400 0.617 160.3

Span 2 T 10 @ 225 31 10400 0.617 198.8

Span 3 T 10 @ 225 31 10400 0.617 198.8

Span 4 T 10 @ 225 31 10400 0.617 198.8

SUMMARY Links not included. All figures approximate - see User Guide.

REINFORCEMENT DENSITY (kg/m³) 67.8 TOTAL REINFORCEMENT IN BAY, kg 5646


Location 8th Floor slab, from A to G ANALYSIS IONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68

Originated from RCC31.xls on CD © 1999 BCA for RCC Date

ANALYSISMin load 1.0 x dead load

Max load 0.4 x dead load + 1.6 x imposed load (Table 2.1)

Distribution Factors

SUPT 1 SUPT 2 SUPT 3 SUPT 4 SUPT 5 SUPT 6

R L R L R L R L R L R

h3

42875000 15625000 15625000 15625000 15625000 15625000 15625000 0 0 0

Stiffness 5359375 2170138.9 2170138.9 2170138.9 2170138.9 2170139 2170139 #DIV/0! #DIV/0! #DIV/0!

Sum 7529514 4340278 4340278 #DIV/0! #DIV/0!

Factor 1 0.71178 0.28822 0.5 0.5 0.5 0.5 0 0 1 0

Fixed End MomentsMin load SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6

L R L R L R L R L R L

Cant 835.4 155.52 220.32 155.52 0 0

UDL 51.733 51.7333 25.92 25.92 36.72 36.72 25.92 25.92 0 0 0

PL 1 57.422 8.20313 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0!

PL 2 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0!

FEM 109.16 59.9365 25.92 25.92 36.72 36.72 25.92 25.92 0 0 0

Live load

Cant 590.16 124.416 295.488 124.42 0 0

UDL 63.36 63.36 20.736 20.736 49.248 49.248 20.736 20.736 0 0 0

PL 1 22.969 3.28125 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0!

PL 2 0 0 0 0 0 0 0 0 #DIV/0! #DIV/0! #DIV/0!

FEM 86.329 66.6413 20.736 20.736 49.248 49.248 20.736 20.736 0 0 0

Moment Distribution

SUPT 1 SUPT 2 SUPT 3 SUPT 4 SUPT 5 SUPT 6

Min load -109.16 59.9365 -25.92 25.92 -36.72 36.72 -25.92 25.92 0 0 0

109.16 -24.2123 -9.80414 5.4 5.4 -5.4 -5.4 0 0 0 0

-12.106 54.5776 2.7 -4.90207 -2.7 2.7 0 -2.7 0 0 0

12.106 -40.7692 -16.5084 3.80104 3.80104 -1.35 -1.35 0 0 0 0

-20.385 6.05308 1.90052 -8.25421 -0.675 1.90052 0 -0.675 0 0 0

20.385 -5.66123 -2.29237 4.4646 4.4646 -0.95026 -0.9503 0 0 0 0

-2.8306 10.1923 2.2323 -1.14618 -0.47513 2.2323 0 -0.4751 0 0 0

2.8306 -8.84361 -3.58099 0.81066 0.81066 -1.11615 -1.1162 0 0 0 0

-4.4218 1.41531 0.40533 -1.79049 -0.55808 0.40533 0 -0.5581 0 0 0

4.4218 -1.2959 -0.52474 1.17428 1.17428 -0.20266 -0.2027 0 0 0 0

-0.6479 2.2109 0.58714 -0.26237 -0.10133 0.58714 0 -0.1013 0 0 0

0.6479 -1.9916 -0.80645 0.18185 0.18185 -0.29357 -0.2936 0 0 0 0

-0.9958 0.32397 0.09093 -0.40322 -0.14679 0.09093 0 -0.1468 0 0 0

0.9958 -0.29532 -0.11958 0.275 0.275 -0.04546 -0.0455 0 0 0 0

Sum 0 51.6405 -51.6405 25.2689 -25.2689 35.2781 -35.278 21.264 0 0 0

Live on -86.329 66.6413 -49.248 49.248 0 0

Odd Spans 86.329 -47.4341 -19.2072 24.624 24.624 -24.624 -24.624 0 0 0 0

-23.717 43.1644 12.312 -9.60359 -12.312 12.312 0 -12.312 0 0 0

23.717 -39.4871 -15.9893 10.9578 10.9578 -6.156 -6.156 0 0 0 0

-19.744 11.8585 5.4789 -7.99464 -3.078 5.4789 0 -3.078 0 0 0

19.744 -12.3405 -4.99695 5.53632 5.53632 -2.73945 -2.7394 0 0 0 0

-6.1702 9.87178 2.76816 -2.49847 -1.36972 2.76816 0 -1.3697 0 0 0

6.1702 -8.99688 -3.64305 1.9341 1.9341 -1.38408 -1.3841 0 0 0 0

-4.4984 3.08512 0.96705 -1.82153 -0.69204 0.96705 0 -0.692 0 0 0

4.4984 -2.88426 -1.16791 1.25678 1.25678 -0.48352 -0.4835 0 0 0 0

-1.4421 2.24922 0.62839 -0.58395 -0.24176 0.62839 0 -0.2418 0 0 0

1.4421 -2.04823 -0.82938 0.41286 0.41286 -0.3142 -0.3142 0 0 0 0

-1.0241 0.72107 0.20643 -0.41469 -0.1571 0.20643 0 -0.1571 0 0 0

1.0241 -0.66017 -0.26732 0.28589 0.28589 -0.10321 -0.1032 0 0 0 0

Sum 0 23.7401 -23.7401 22.0909 -22.0909 35.8045 -35.804 -17.851 0 0 0

1-May-14


Location 8th Floor slab, from A to G ANALYSIS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68


Live on -20.736 20.736 -20.736 20.736 0

Even Spans 0 14.7595 5.97648 -10.368 -10.368 10.368 10.368 0 0 0 0

7.3798 0 -5.184 2.98824 5.184 -5.184 0 5.184 0 0 0

-7.3798 3.68988 1.49412 -4.08612 -4.08612 2.592 2.592 0 0 0 0

1.8449 -3.68988 -2.04306 0.74706 1.296 -2.04306 0 1.296 0 0 0

-1.8449 4.08061 1.65233 -1.02153 -1.02153 1.02153 1.0215 0 0 0 0

2.0403 -0.92247 -0.51077 0.82617 0.51077 -0.51077 0 0.5108 0 0 0

-2.0403 1.02015 0.41308 -0.66847 -0.66847 0.25538 0.2554 0 0 0 0

0.5101 -1.02015 -0.33423 0.20654 0.12769 -0.33423 0 0.1277 0 0 0

-0.5101 0.96403 0.39036 -0.16712 -0.16712 0.16712 0.1671 0 0 0 0

0.482 -0.25504 -0.08356 0.19518 0.08356 -0.08356 0 0.0836 0 0 0

-0.482 0.24101 0.09759 -0.13937 -0.13937 0.04178 0.0418 0 0 0 0

0.1205 -0.24101 -0.06968 0.04879 0.02089 -0.06968 0 0.0209 0 0 0

-0.1205 0.22114 0.08955 -0.03484 -0.03484 0.03484 0.0348 0 0 0 0

Sum 0 18.8478 -18.8478 9.26254 -9.26254 6.25535 -6.2553 27.959 0 0 0

Elastic Support Moments (3.2.1.2.2)Support 1 2 3 4 5 6 7

All spans 0 94.2284 56.6223 77.3379 31.372 0 0

Odd Spans 0 75.3806 47.3598 71.0826 3.41305 0 0

Even Spans 0 70.4883 34.5314 41.5335 49.2226 0 0

Redistribution (3.2.2.1) method 1

ßb - 1 0.8 0.98 0.9 0.99 1 1

ßb + 1 1.2 1.02 1.1 1.01 1 1

Max M 0 75.3827 55.4899 69.6041 48.7304 0 0

Dead only 0 51.6405 25.2689 35.2781 21.2637 0 0

All spans 0 75.3827 55.4899 69.6041 31.6857 0 0

Odd Spans 0 75.3827 48.307 69.6041 3.44718 0 0

Even Spans 0 75.3827 35.2221 45.6868 48.7304 0 0

Total Ultimate Loads

Span 1 2 3

UDL PL1 PL2 UDL PL1 PL2 UDL PL1 PL2

Dead only 77.6 75 0 43.2 0 0 61.2 0 0

All spans 172.64 105 0 77.76 0 0 143.28 0 0

Odd Spans 172.64 105 0 43.2 0 0 143.28 0 0

Even Spans 77.6 75 0 77.76 0 0 61.2 0 0

Span 4 5 6

Dead only 43.2 0 0 0 0 0 0 0 0

All spans 77.76 0 0 0 0 0 0 0 0

Odd Spans 43.2 0 0 0 0 0 0 0 0

Even Spans 77.76 0 0 0 0 0 0 0 0

Elastic Shears

Span 1 2 3

All spans 166.42 111.224 44.1031 33.6569 68.763 74.517

Odd Spans 168.77 108.868 25.4918 17.7082 68.345 74.935

Even Spans 95.614 56.986 43.874 33.886 29.627 31.573

Span 4 5 6

All spans 45.264 32.4958 0 0 0 0

Odd Spans 30.999 12.2015 0 0 0 0

Even Spans 37.812 39.9479 0 0 0 0

1-May-14

0 Spreadsheets to BS 8110

Location 8th Floor slab, from A to G ANALYSIS IIIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68


Redistributed Shears

Span 1 2 3

Dead only 97.97 54.6301 25.2627 17.9373 29.21 31.99

All spans 168.77 108.868 41.6429 36.1171 69.68 73.6

Odd Spans 168.77 108.868 25.3605 17.8395 68.682 74.598

Even Spans 95.002 57.5978 44.4579 33.3021 29.147 32.053

Span 4 5 6

Dead only 23.546 19.6536 0 0 0 0

All spans 44.146 33.6135 0 0 0 0

Odd Spans 30.788 12.4115 0 0 0 0

Even Spans 38.457 39.3027 0 0 0 0

Imposed ReactionsSupport 1 2 3 4 5 6 7

All spans 19.759 24.163 24.8693 24.9972 3.81161 0 0

Odd Spans 19.759 13.9865 12.8222 17.272 -9.43965 0 0

Even Spans -26.347 -6.12136 -2.22329 -4.52534 7.36734 0 0

SPAN MOMENTSSPAN 1 Left < > PL1 < > PL2 < > Right

Elastic V All 166.42 111.22

Odd 168.77 108.87

Even 95.61 Loadings 56.99

Redist V All 168.77 21.58 105 0 108.87

Odd 168.77 21.58 105 0 108.87

Even 95.00 9.7 75 0 57.60

Elastic X- All 7.712 1 2.846 0 2.846

Odd 7.821 1 2.955 0 2.955

Even 9.857 1 2.125 0 2.125

Redist X- All 7.821 1 2.955 0 2.955

Odd 7.821 1 2.955 0 2.955 (3.2.2.1b)

Even 9.794 1 2.062 0 2.062 Max

Elastic M All 0.00 0.00 155.63 192.40 0.00 192.40 94.23 192.40

Odd 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23

Even 0.00 0.00 90.76 96.90 0.00 96.90 70.49 96.90 ßb

Redist M All 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23 1.036

Odd 0.00 0.00 157.98 199.23 0.00 199.23 75.38 199.23 1.000

Even 0.00 0.00 90.15 95.62 0.00 95.62 75.38 95.62 0.987

SPAN 2 Left < > PL1 < > PL2 < > Right


Odd 25.49 17.71


Redist V All 41.64 10.8 0 0 36.12

Odd 25.36 6 0 0 17.84

Even 44.46 10.8 0 0 33.30

Elastic X- All 4.084 0 4.084 0 4.084

Odd 4.249 0 4.249 0 4.249

Even 4.062 0 4.062 0 4.062

Redist X- All 3.856 0 3.856 0 3.856

Odd 4.227 0 4.227 0 4.227 (3.2.2.1b)

Even 4.116 0 4.116 0 4.116 Max

Elastic M All 94.23 0.00 -94.23 -4.18 0.00 -4.18 56.62 0.00

Odd 75.38 0.00 -75.38 -21.23 0.00 -21.23 47.36 0.00

Even 70.49 0.00 -70.49 18.63 0.00 18.63 34.53 18.63 ßb

Redist M All 75.38 0.00 -75.38 4.90 0.00 4.90 55.49 4.90 0.000

Odd 75.38 0.00 -75.38 -21.79 0.00 -21.79 48.31 0.00 0.000

Even 75.38 0.00 -75.38 16.12 0.00 16.12 35.22 16.12 0.865

1-May-14

0 Spreadsheets to BS 8110

Location 8th Floor slab, from A to G ANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68




Odd 68.35 74.93


Redist V All 69.68 19.9 0 0 73.60

Odd 68.68 19.9 0 0 74.60

Even 29.15 8.5 0 0 32.05

Elastic X- All 3.455 0 3.455 0 3.455

Odd 3.434 0 3.434 0 3.434

Even 3.486 0 3.486 0 3.486

Redist X- All 3.501 0 3.501 0 3.501

Odd 3.451 0 3.451 0 3.451 (3.2.2.1b)

Even 3.429 0 3.429 0 3.429 Max

Elastic M All 56.62 0.00 -56.62 62.18 0.00 62.18 77.34 62.18

Odd 47.36 0.00 -47.36 70.00 0.00 70.00 71.08 70.00

Even 34.53 0.00 -34.53 17.10 0.00 17.10 41.53 17.10 ßb

Redist M All 55.49 0.00 -55.49 66.50 0.00 66.50 69.60 66.50 1.070

Odd 48.31 0.00 -48.31 70.22 0.00 70.22 69.60 70.22 1.003

Even 35.22 0.00 -35.22 14.75 0.00 14.75 45.69 14.75 0.862



Odd 31.00 12.20


Redist V All 44.15 10.8 0 0 33.61

Odd 30.79 6 0 0 12.41

Even 38.46 10.8 0 0 39.30

Elastic X- All 4.191 0 4.191 0 4.191

Odd 5.166 0 5.166 0 5.166

Even 3.501 0 3.501 0 3.501

Redist X- All 4.088 0 4.088 0 4.088

Odd 5.131 0 5.131 0 5.131 (3.2.2.1b)

Even 3.561 0 3.561 0 3.561 Max

Elastic M All 77.34 0.00 -77.34 17.52 0.00 17.52 31.37 17.52

Odd 71.08 0.00 -71.08 8.99 0.00 8.99 3.41 8.99

Even 41.53 0.00 -41.53 24.66 0.00 24.66 49.22 24.66 ßb

Redist M All 69.60 0.00 -69.60 20.62 0.00 20.62 31.69 20.62 1.177

Odd 69.60 0.00 -69.60 9.39 0.00 9.39 3.45 9.39 1.044

Even 45.69 0.00 -45.69 22.78 0.00 22.78 48.73 22.78 0.924



Odd 0.00 0.00


Redist V All 0.00 0 0 0 0.00

Odd 0.00 0 0 0 0.00

Even 0.00 0 0 0 0.00

Elastic X- All #DIV/0! 0 #DIV/0! 0 #DIV/0!

Odd #DIV/0! 0 #DIV/0! 0 #DIV/0!

Even #DIV/0! 0 #DIV/0! 0 #DIV/0!

Redist X- All #DIV/0! 0 #DIV/0! 0 #DIV/0!

Odd #DIV/0! 0 #DIV/0! 0 #DIV/0! (3.2.2.1b)

Even #DIV/0! 0 #DIV/0! 0 #DIV/0! Max

Elastic M All 31.37 #DIV/0! -31.37 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0!

Odd 3.41 #DIV/0! -3.41 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0!

Even 49.22 #DIV/0! -49.22 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! ßb

Redist M All 31.69 #DIV/0! -31.69 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

Odd 3.45 #DIV/0! -3.45 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

Even 48.73 #DIV/0! -48.73 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

1-May-14

Location Spreadsheets to BS 8110

Location 8th Floor slab, from A to G ANALYSIS IVONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68




Odd 0.00 0.00


Redist V All 0.00 0 0 0 0.00

Odd 0.00 0 0 0 0.00

Even 0.00 0 0 0 0.00

Elastic X- All #DIV/0! 0 #DIV/0! 0 #DIV/0!

Odd #DIV/0! 0 #DIV/0! 0 #DIV/0!

Even #DIV/0! 0 #DIV/0! 0 #DIV/0!

Redist X- All #DIV/0! 0 #DIV/0! 0 #DIV/0!

Odd #DIV/0! 0 #DIV/0! 0 #DIV/0! (3.2.2.1b)

Even #DIV/0! 0 #DIV/0! 0 #DIV/0! Max

Elastic M All 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0!

Odd 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0!

Even 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! ßb

Redist M All 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

Odd 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

Even 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! 0.00 #DIV/0! #DIV/0!

1-May-14

Made by rmw Job No R68

SUPT 7

L

0

SPAN 6

R

0

#DIV/0!

#DIV/0!

0

0

#DIV/0!

#DIV/0!

0

SUPT 7

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1-May-14

Made by rmw Job No R68

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1-May-14


Location 8th Floor slab, from A to G CALCS IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68


REINFORCEMENT DESIGN SPAN 2

Top cover 25 to main steel Span = 7.2 BS 8110 ref

Btm cover 25 to main steel h = 250

Min As = 0.13% 325 mm²/m b = 1000 3.12.5.3

BENDING LEFT SPAN RIGHT

M kNm/m 75.4 16.1 55.5

ßb 0.800 0.865 0.980

d mm 217.0 219.0 219.0

K' 0.132 0.148 0.157 3.4.4.4

K 0.0457 0.0096 0.0331 3.4.4.4

z mm 205.3 208.1 208.1 3.4.4.4

As basic mm²/m 838 177 609 3.4.4.4

Residual M kNm/m 0.0 0.0 0.0 3.4.4.4

d - d' mm 184 189 188 3.4.4.4

As' basic mm²/m 0 0 0 3.4.4.4

As final mm²/m 838 325 609 3.12.5.3

S tens mm 240 348 186

Round to mm 225 300 175

As prov mm²/m 894 377 646

Enhanced by (deflection) 0.00% 0.00%

hogging M kNm/m 39.5

at 0.25L k = 0.0233 z = 209.00 As = 431 3.4.4.4

As' final mm²/m 325 431 325 3.12.5.3

S comp mm 619 182 348

Round to mm 600 175 300

As' prov mm²/m 335 449 377

SHEAR

Mod factor for fcu 1.12 Table 3.8

V kN/m 44.5 36.1

As prov % 0.412 0.172 0.295

Av 0 7200 3.4.5.8

vc N/mm² 0.613 0.547 Table 3.8

v N/mm² 0.205 0.165 3.4.5.2

v - vc N/mm² 0.000 0.000

S reqd mm #N/A #N/A Table 3.7

S max mm 163 164 3.4.5.5

No /m No #N/A #N/A

fs N/mm² 359 166 295 Eqn 8

DEFLECTION

Base ratio 26 As'= 0.205 %

k tens 2.000 k comp 1.064

Final ratio 55.325 > 32.877 Actual

CHECKS LEFT SPAN RIGHT

4% steel mm²/m 8680 8760 8760 3.12.6.1

d'/x 0.000 0.000 0.000 3.4.4.4

v max N/mm² 0.205 < 4.733 > 0.165 3.4.5.2

Clause (b)? Yes No No 3.12.11.2.7

Max S mm 318 657 657 3.12.11.2.7

Actual S mm 209 288 163

1-May-14


Location 8th Floor slab, from A to G GRAPH DATA I

ONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68


LOADING DIAGRAMBeam 0 29.6 -22.425

0 0

Supports 0 0 8 8 15.2 15.2 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6

-22.425 0 -22.425 0 -22.425 0 -22.425 0 -22.425 0 -22.425 0 -22.425 0

UDL's 0 0 8 8 8 15.2 15.2 15.2 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6

Dead 0 9.7 9.7 0 6 6 0 8.5 8.5 0 6 6 0 0 0 0 0 0 0

Imposed 9.7 14.7 14.7 9.7 7.5 7.5 6 13.5 13.5 8.5 7.5 7.5 6 0 0 0 0 0 0

PL's 1 1 0 0 8 8 8 8 15.2 15.2 15.2 15.2 22.4 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6

Dead 14.7 89.7 14.7 14.7 7.5 7.5 7.5 7.5 13.5 13.5 13.5 13.5 7.5 7.5 7.5 7.5 0 0 0 0 0 0 0 0

Imposed 89.7 89.7 14.7 14.7 7.5 7.5 7.5 7.5 13.5 13.5 13.5 13.5 7.5 7.5 7.5 7.5 0 0 0 0 0 0 0 0

MOMENT DIAGRAMSSPAN 1

X 0 0.4 0.8 1.2 1.6 2 2.4 2.8 3.2 3.6 4 4.4 4.8 5.2 5.6 6 6.4 6.8 7.2 7.6 8

M(e) all 0 -64.84 -126.23 -163.16 -175.64 -184.67 -190.25 -192.37 -191.04 -186.26 -178.03 -166.34 -151.2 -132.6 -110.56 -85.059 -56.107 -23.702 12.155 51.465 94.228

M(e) odd 0 -65.783 -128.11 -165.99 -179.41 -189.38 -195.9 -198.97 -198.58 -194.74 -187.45 -176.7 -162.51 -144.86 -123.75 -99.195 -71.185 -39.723 -4.8079 33.56 75.381

M(e) even 0 -37.47 -73.387 -92.753 -95.566 -96.828 -96.538 -94.695 -91.301 -86.354 -79.856 -71.805 -62.203 -51.049 -38.342 -24.084 -8.2734 9.089 28.003 48.47 70.488

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 0 -65.782 -128.11 -165.99 -179.41 -189.38 -195.9 -198.97 -198.58 -194.74 -187.45 -176.7 -162.5 -144.85 -123.75 -99.193 -71.183 -39.721 -4.806 33.562 75.383

M(r) odd 0 -65.782 -128.11 -165.99 -179.41 -189.38 -195.9 -198.97 -198.58 -194.74 -187.45 -176.7 -162.5 -144.85 -123.75 -99.193 -71.183 -39.721 -4.806 33.562 75.383

M(r) even 0 -37.225 -72.898 -92.019 -94.587 -95.604 -95.069 -92.982 -89.343 -84.152 -77.409 -69.114 -59.266 -47.867 -34.916 -20.413 -4.3578 13.249 32.408 53.12 75.383

70% max 0 -26.229 -51.371 -64.927 -66.896 -67.78 -67.576 -66.287 -63.91 -60.448 -55.899 -50.264 -43.542 -35.734 -26.84 -16.859 -5.7914 6.3623 19.602 36.026 65.96

70% min 0 -46.048 -89.679 -116.19 -125.59 -132.57 -137.13 -139.28 -139.01 -136.32 -131.21 -123.69 -113.75 -101.4 -86.626 -69.436 -49.83 -27.806 -3.3655 23.492 49.342

Lower bound 0 -65.782 -128.11 -165.99 -179.41 -189.38 -195.9 -198.97 -198.58 -194.74 -187.45 -176.7 -162.5 -144.85 -123.75 -99.193 -71.183 -39.721 -4.806 0 0

Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13.249 32.408 53.12 75.383

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 2

Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2

X 8 8.36 8.72 9.08 9.44 9.8 10.16 10.52 10.88 11.24 11.6 11.96 12.32 12.68 13.04 13.4 13.76 14.12 14.48 14.84 15.2

M(e) all 94.228 79.051 65.274 52.896 41.917 32.339 24.16 17.381 12.001 8.0215 5.4413 4.2609 4.4801 6.099 9.1176 13.536 19.354 26.571 35.189 45.206 56.622

M(e) odd 75.381 66.592 58.582 51.349 44.893 39.215 34.315 30.193 26.847 24.28 22.49 21.478 21.243 21.786 23.107 25.205 28.081 31.734 36.165 41.374 47.36

M(e) even 70.488 55.393 41.698 29.403 18.507 9.011 0.9146 -5.7821 -11.079 -14.976 -17.474 -18.572 -18.27 -16.569 -13.468 -8.9674 -3.067 4.2331 12.933 23.032 34.531

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 75.383 61.091 48.199 36.707 26.614 17.921 10.628 4.7348 0.2409 -2.8532 -4.5477 -4.8425 -3.7376 -1.2331 2.6712 7.9751 14.679 22.782 32.285 43.188 55.49

M(r) odd 75.383 66.642 58.678 51.493 45.084 39.454 34.601 30.525 27.228 24.707 22.965 22 21.812 22.403 23.77 25.916 28.839 32.54 37.018 42.274 48.307

M(r) even 75.383 60.078 46.172 33.667 22.561 12.855 4.548 -2.359 -7.8662 -11.974 -14.682 -15.99 -15.898 -14.407 -11.516 -7.2258 -1.5356 5.5543 14.044 23.933 35.222

70% max 65.96 55.336 45.691 37.027 31.425 27.451 24.021 21.135 18.793 16.996 15.743 15.035 14.87 15.25 16.175 17.643 19.657 22.214 25.316 31.644 39.636

70% min 49.342 38.775 29.189 20.582 12.955 6.3077 0.6403 -4.0475 -7.7554 -10.484 -12.232 -13.001 -12.789 -11.598 -9.4277 -6.2772 -2.1469 2.9632 9.053 16.123 24.172

Lower bound 0 0 0 0 0 0 0 -4.0475 -7.8662 -11.974 -14.682 -15.99 -15.898 -14.407 -11.516 -7.2258 -2.1469 0 0 0 0

Upper bound 75.383 66.642 58.678 51.493 45.084 39.454 34.601 30.525 27.228 24.707 22.965 22 21.812 22.403 23.77 25.916 28.839 32.54 37.018 43.188 55.49

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 3

Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2

X 15.2 15.56 15.92 16.28 16.64 17 17.36 17.72 18.08 18.44 18.8 19.16 19.52 19.88 20.24 20.6 20.96 21.32 21.68 22.04 22.4

M(e) all 56.622 33.157 12.271 -6.0359 -21.764 -34.913 -45.483 -53.474 -58.885 -61.718 -61.972 -59.647 -54.742 -47.259 -37.196 -24.555 -9.3345 8.4651 28.844 51.801 77.338

M(e) odd 47.36 24.045 3.3093 -14.847 -30.425 -43.424 -53.843 -61.684 -66.945 -69.627 -69.731 -67.255 -62.2 -54.567 -44.354 -31.562 -16.191 1.7586 22.288 45.396 71.083

M(e) even 34.531 24.416 15.403 7.4909 0.6806 -5.0281 -9.6352 -13.141 -15.545 -16.847 -17.048 -16.147 -14.144 -11.04 -6.8344 -1.5271 4.8819 12.392 21.004 30.718 41.533

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 55.49 31.695 10.479 -8.1585 -24.217 -37.696 -48.596 -56.916 -62.658 -65.821 -66.405 -64.41 -59.836 -52.682 -42.95 -30.638 -15.748 1.7215 21.77 44.398 69.604

M(r) odd 48.307 24.871 4.014 -14.264 -29.963 -43.083 -53.624 -61.585 -66.968 -69.772 -69.996 -67.642 -62.709 -55.196 -45.105 -32.434 -17.185 0.644 21.052 44.038 69.604

M(r) even 35.222 25.28 16.44 8.701 2.0638 -3.4718 -7.9057 -11.238 -13.469 -14.598 -14.626 -13.552 -11.376 -8.0987 -3.7198 1.7606 8.3427 16.026 24.812 34.698 45.687

70% max 39.636 23.21 10.782 5.2437 0.4764 -3.5196 -6.7446 -9.1985 -10.881 -11.793 -11.933 -11.303 -9.9009 -7.728 -4.784 -1.0689 3.4173 8.6746 20.191 36.261 54.137

70% min 24.172 16.832 2.3165 -10.393 -21.297 -30.396 -37.69 -43.179 -46.862 -48.739 -48.812 -47.079 -43.54 -38.197 -31.048 -22.093 -11.334 1.231 14.703 21.503 29.073

Lower bound 0 0 0 -14.264 -29.963 -43.083 -53.624 -61.585 -66.968 -69.772 -69.996 -67.642 -62.709 -55.196 -45.105 -32.434 -17.185 0 0 0 0

Upper bound 55.49 31.695 16.44 8.701 2.0638 0 0 0 0 0 0 0 0 0 0 1.7606 8.3427 16.026 24.812 44.398 69.604

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 4

Local X 0 0.36 0.72 1.08 1.44 1.8 2.16 2.52 2.88 3.24 3.6 3.96 4.32 4.68 5.04 5.4 5.76 6.12 6.48 6.84 7.2

X 22.4 22.76 23.12 23.48 23.84 24.2 24.56 24.92 25.28 25.64 26 26.36 26.72 27.08 27.44 27.8 28.16 28.52 28.88 29.24 29.6

M(e) all 77.338 61.743 47.547 34.751 23.355 13.358 4.7616 -2.4356 -8.2331 -12.631 -15.629 -17.228 -17.426 -16.225 -13.625 -9.6246 -4.2246 2.575 10.774 20.373 31.372

M(e) odd 71.083 60.312 50.319 41.103 32.665 25.005 18.123 12.017 6.69 2.1401 -1.6322 -4.6269 -6.8439 -8.2834 -8.9453 -8.8296 -7.9362 -6.2653 -3.8168 -0.5907 3.4131

M(e) even 41.533 28.621 17.108 6.995 -1.7185 -9.0323 -14.946 -19.461 -22.576 -24.291 -24.606 -23.522 -21.038 -17.154 -11.871 -5.1877 2.895 12.377 23.259 35.541 49.223

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 69.604 54.411 40.618 28.225 17.231 7.6365 -0.558 -7.3528 -12.748 -16.743 -19.339 -20.535 -20.332 -18.728 -15.725 -11.323 -5.5204 1.6816 10.283 20.285 31.686

M(r) odd 69.604 58.909 48.992 39.852 31.49 23.905 17.098 11.068 5.8166 1.3423 -2.3543 -5.2734 -7.4148 -8.7787 -9.3649 -9.1736 -8.2046 -6.4581 -3.9339 -0.6322 3.4472

M(r) even 45.687 32.542 20.797 10.451 1.5058 -6.0403 -12.187 -16.933 -20.28 -22.228 -22.775 -21.923 -19.672 -16.02 -10.969 -4.5185 3.3319 12.582 23.232 35.281 48.73

70% max 54.137 43.22 35.223 28.772 22.866 17.504 12.686 8.4122 4.683 1.4981 -1.1425 -3.2388 -4.7908 -5.7984 -6.2617 -3.6314 2.0265 8.6642 16.282 24.879 34.456

70% min 29.073 20.035 11.976 4.8965 -1.2029 -6.3226 -10.462 -13.623 -15.803 -17.003 -17.224 -16.465 -14.726 -12.008 -9.5374 -6.7372 -5.5554 -4.3857 -2.6718 -0.4135 2.3891

Lower bound 0 0 0 0 -1.2029 -6.3226 -12.187 -16.933 -20.28 -22.228 -22.775 -21.923 -20.332 -18.728 -15.725 -11.323 -8.2046 -6.4581 -3.9339 -0.6322 0

Upper bound 69.604 58.909 48.992 39.852 31.49 23.905 17.098 11.068 5.8166 1.4981 0 0 0 0 0 0 3.3319 12.582 23.232 35.281 48.73

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1-May-14


Location 8th Floor slab, from A to G GRAPH DATA IIONE-WAY SOLID RC SLAB DESIGN to BS 8110:1997 c/w ANALYSIS Made by rmw Job No R68


SPAN 5

Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

X 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6

M(e) all 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 31.372 0

M(e) odd 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 3.4131 0

M(e) even 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 49.223 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 31.686 0

M(r) odd 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 3.4472 0

M(r) even 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 0

70% max 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 34.456 0

70% min 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 2.3891 0

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Upper bound 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 48.73 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 6

Local X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

X 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6

M(e) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(e) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(e) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) odd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) even 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

70% min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Lower bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Upper bound 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SHEAR FORCE DIAGRAMSSPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6

Local X 0 0 1 1 1 1 8 0 0 0 0 0 7.2 0 0 0 0 0 7.2 0 0 0 0 0 7.2 0 0 0 0 0 0 0 0 0 0 0 0 0

X 0 0 1 1 1 1 8 8 8 8 8 8 15.2 15.2 15.2 15.2 15.2 15.2 22.4 22.4 22.4 22.4 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6

V(e) all 0 166.42 144.84 39.836 39.836 39.836 -111.22 44.103 44.103 44.103 44.103 44.103 -33.657 68.763 68.763 68.763 68.763 68.763 -74.517 45.264 45.264 45.264 45.264 45.264 -32.496 0 0 0 0 0 0 0 0 0 0 0 0 0

V(e) odd 0 168.77 147.19 42.192 42.192 42.192 -108.87 25.492 25.492 25.492 25.492 25.492 -17.708 68.345 68.345 68.345 68.345 68.345 -74.935 30.999 30.999 30.999 30.999 30.999 -12.201 0 0 0 0 0 0 0 0 0 0 0 0 0

V(e) even 0 95.614 85.914 10.914 10.914 10.914 -56.986 43.874 43.874 43.874 43.874 43.874 -33.886 29.627 29.627 29.627 29.627 29.627 -31.573 37.812 37.812 37.812 37.812 37.812 -39.948 0 0 0 0 0 0 0 0 0 0 0 0 0

V(r) all 0 168.77 147.19 42.192 42.192 42.192 -108.87 41.643 41.643 41.643 41.643 41.643 -36.117 69.68 69.68 69.68 69.68 69.68 -73.6 44.146 44.146 44.146 44.146 44.146 -33.614 0 0 0 0 0 0 0 0 0 0 0 0 0

V(r) odd 0 168.77 147.19 42.192 42.192 42.192 -108.87 25.361 25.361 25.361 25.361 25.361 -17.839 68.682 68.682 68.682 68.682 68.682 -74.598 30.788 30.788 30.788 30.788 30.788 -12.412 0 0 0 0 0 0 0 0 0 0 0 0 0

V(r) even 0 95.002 85.302 10.302 10.302 10.302 -57.598 44.458 44.458 44.458 44.458 44.458 -33.302 29.147 29.147 29.147 29.147 29.147 -32.053 38.457 38.457 38.457 38.457 38.457 -39.303 0 0 0 0 0 0 0 0 0 0 0 0 0

Lower bound 0 95.002 85.302 10.302 10.302 10.302 -108.87 25.361 25.361 25.361 25.361 25.361 -36.117 29.147 29.147 29.147 29.147 29.147 -74.598 30.788 30.788 30.788 30.788 30.788 -39.303 0 0 0 0 0 0 0 0 0 0 0 0 0

Upper bound 0 168.77 147.19 42.192 42.192 42.192 -57.598 44.458 44.458 44.458 44.458 44.458 -17.839 69.68 69.68 69.68 69.68 69.68 -32.053 44.146 44.146 44.146 44.146 44.146 -12.412 0 0 0 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GRIDS 8 8 15.2 15.2 22.4 22.4 29.6 29.6 29.6 29.6 29.6 29.6

-199.23 94.228 -199.23 94.228 -199.23 94.228 -199.23 94.228 -199.23 94.228 -199.23 94.228

1-May-14

Disclaimer

Status of spreadsheet

Public release version.

Revision history RCC31 One-way Solid Slabs (A & D)

Date Version Action Size (kB)

04-Aug-99 RCC31 v1.0First public release.

Includes b version comments 651

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 & EC2' available from British Cement Association,

Telford Avenue, Crowthorne, Berkshire RG45 6YS.

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