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8/10/2019 Bridge Beam
1/23
Project Spreadsheets to BS 8110
Client Advisory Group Made by Date Sheet No
Location D&D: Main beam Grids C to H from grid 1 to 3 rmw 18-Dec-14 55
CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Checked Revision Job No
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC chg - R68
LOCATION Supports from grid 1 to grid 3
MATERIALS COVERS (to all steel)
fcu 40 N/mm h agg 20 mm Top cover 35 mm
fyl 460 N/mm gs 1.05 Btm cover 35 mm
fyv 460 N/mm gc 1.50 Side cover 35 mm
SPANS L (m) H (mm) bw (mm) hf (mm) Type bf (mm) LOADING PATTERN
SPAN 1 9.00 1500 300 250 T 1725 min max
SPAN 2 DEAD 1 1.4
SPAN 3 IMPOSED 0 1.6
SPAN 4 REBAR LAYERING
SPAN 5 Support steel
SPAN 6 in alt layer ? Y
SUPPORTS ABOVE (m) H (mm) B (mm) End Cond BELOW (m) H (mm) B (mm) End Cond
Support 1 P P
Support 2 P PSupport 3
Support 4
Support 5
Support 6
Support 7
LOADING UDLs (kN/m) PLs (kN) Position (m)
Dead Imposed Position Loaded Dead Imposed Position Loaded
Span 1 Load Load from left Length Span 4 Load Load from left Length
UDL 36.8 62.3 ~~~~~ ~~~~~ UDL ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
Span 2 Span 5UDL ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
Span 3 Span 6
UDL ~~~~~ ~~~~~ UDL ~~~~~ ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
LOADING DIAGRAM
1 3
REACTIONS (kN)
SUPPORT 1 2
ALL SPANS LOADED 679.9 679.9
ODD SPANS LOADED 679.9 679.9
EVEN SPANS LOADED 165.5 165.5
Characteristic Dead 165.5 165.5
Characteristic Imposed 280.1 280.1
REINFORCED CONCRETE
COUNCIL
8/10/2019 Bridge Beam
2/23
Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL
Client Advisory Group Made by Date Page
Location D&D: Main beam Grids C to H, from grid 1 to 3 rmw 18-Dec-14 56
CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Checked Revision Job No
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC chg - R68
BENDING MOMENT DIAGRAMS (kNm)
1 Elastic Moments 3 1 Redistributed Envelope 3
SUPPORT No 1 2
Elastic M 0.0 0.0 ~ ~ ~ ~ kNm/mRedistributed M 0.0 0.0 ~ ~ ~ ~ kNm/m
b 1.000 1.000 ~ ~ ~ ~ ~
Redistribution 0.0%
SPAN No 1
Elastic M 1529.81 ~ ~ ~ ~ ~
Redistributed M 1529.81 ~ ~ ~ ~ ~
b 1.000 ~ ~ ~ ~ ~
SHEARS (kN)
1 Elastic Shears 3 1 Redistributed Shears 3
SPAN No 1
Elastic V 679.9 679.9 ~ ~ ~ ~
Redistributed V 679.9 679.9 ~ ~ ~ ~
Elastic V ~ ~ ~ ~ ~ ~
Redistributed V ~ ~ ~ ~ ~ ~
1 2
ALL SPANS Above #DIV/0!
LOADED Below #DIV/0!
ODD SPANS Above #DIV/0!
LOADED Below #DIV/0!
EVEN SPANS Above #DIV/0!LOADED Below #DIV/0!
COLUMN MOMENTS
(kNm)
-800
-600
-400
-200
0
200
400
600
800
0 2 4 6 8 10-800
-600
-400
-200
0
200
400
600
800
0 2 4 6 8 10
-1800
-1600
-1400
-1200
-1000
-800
-600
-400
-200
0
200
400
0 2 4 6 8 10
-1800
-1600
-1400
-1200
-1000
-800
-600
-400
-200
0200
400
0 2 4 6 8 10
8/10/2019 Bridge Beam
3/23
Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL
Client Advisory Group Made by Date Page
Location D&D: Main beam Grids C to H, from grid 1 to 3 rmw 18-Dec-14 57
CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Checked Revision Job No
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC chg - R68
SPAN 1 LEFT CENTRE RIGHTACTIONS M kNm 1529.8 0.0
b 1.00 1.00 1.00DESIGN d mm 1407.0 1407.0 1407.0
As mm 2612 0
As' mm
TOP STEEL Layer 1 2 T 32 2 T 32 2 T 32
Layer 2
As prov mm 1608 As' prov 1608 As prov 1608
BTM STEEL Layer 1 2 T 32 3 T 32 2 T 32
Layer 2 1 T 32
As' prov mm 1608 As prov 3217 As' prov 1608
DEFLECTION L/d 6.397 Allowed 34.882
SHEAR V kN 467.3 Link 467.3
v N/mm 1.107 10 1.107
vc N/mm 0.536 Nominal 0.536LINKS T10 @ 400 for 2000 T10 @ 550 T10 @ 400 for 2000
legs No 2 2 2
CHECKS % As ok ok ok
Cover ok ok ok
min S ok ok ok
max S ok ok ok
Links
Main bars
max V ok ok
Deflection ok
SPAN 2 LEFT CENTRE RIGHTACTIONS M kNm 0.0
b 1.00 ~ 1.00
DESIGN d mm -71.0 -49.0 -59.0
As mm #DIV/0! #DIV/0! #DIV/0!
As' mm #DIV/0! #DIV/0! #DIV/0!
TOP STEEL Layer 1 #DIV/0! T 20 #DIV/0! T 12 #DIV/0! T 12
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! As' prov #DIV/0! As prov #DIV/0!
BTM STEEL Layer 1 #DIV/0! T 16 #DIV/0! T 16 #DIV/0! T 16
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! As prov #DIV/0! As' prov #DIV/0!
DEFLECTION L/d Allowed #DIV/0! #DIV/0!
SHEAR V kN #VALUE! Link #VALUE!
v N/mm #VALUE! 6 #VALUE!
vc N/mm #DIV/0! Nominal #DIV/0!
LINKS #VALUE! #DIV/0! #VALUE!
legs No 2 2 2
CHECKS % As #DIV/0! #DIV/0! #DIV/0!
Cover ok ok ok
min S #DIV/0! #DIV/0! #DIV/0!
max S #DIV/0! #DIV/0! #DIV/0!
Links
Main bars
max V #VALUE! #VALUE!
Deflection #DIV/0!
ok
ok
#DIV/0!
#DIV/0!
ok
ok
#DIV/0!
#DIV/0!
#DIV/0!
#DIV/0!
ok
ok
8/10/2019 Bridge Beam
4/23
Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL
Client Advisory Group Made by Date Page
Location D&D: Main beam Grids C to H, from grid 1 to 3 rmw 18-Dec-14 58
CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Checked Revision Job No
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC chg - R68
APPROXIMATE WEIGHT of REINFORCEMENTLocation No Type Dia Length Unit wt Weight
TOP STEEL Support 1 2 T 32 3825 6.313 48.30 0 0 0 0.000 0.0
Span 1 2 T 32 8100 6.313 102.30 0 0 0 0.000 0.0
Support 2 2 T 32 3825 6.313 48.30 0 0 0 0.000 0.0
. .0 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
OTTOM STEEL Support 1 2 T 32 1800 6.313 22.70 0 0 0 0.000 0.0
Span 1 3 T 32 8950 6.313 169.51 T 32 8200 6.313 51.8
Support 2 2 T 32 3375 6.313 42.60 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.00 0 0 0 0 0.000 0.0
0 0 0 0 0.000 0.0
LINKS Span 1 21 T 10 3375 0.617 43.70 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
0 0 0 0 0 0.000 0.00 0 0 0 0.000 0.0
SUMMARY spacers not included Total reinforcement in bay (kg) 529
Reinforcement density (kg/m) 130.7
8/10/2019 Bridge Beam
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Project Spreadsheets to BS 8110
Location D&D: Main beam Grids C to H, from rid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC
ANALYSISMin load 1.0 x dead load
Live load 0.4 x dead load + 1.6 x imposed load (Table 2.1)
Distribution Factors
SUPT 1 SUPT 2
Up col Lo col R L Up col Lo col R
A w 450000 450000 0
A f 356250 356250 0
X bar 473.8372093 473.8372093 #DIV/0!
I 0 0 1.63901E+11 1.63901E+11 0 0 #DIV/0!
Stiffness 0 0 18211250404 18211250404 0 0 0Sum 18211250404 2.E+10
Factor 0.0000 0.0000 1.0000 1.0000 0.0000 0.0000 0.0000
SUPT 4 SUPT 5
L Up col Lo col R L Up col Lo col R
A w 0 0 0 0
A f 0 0 0 0
X bar #DIV/0! #DIV/0! #DIV/0! #DIV/0!
I #DIV/0! 0 0 #DIV/0! #DIV/0! 0 0 #DIV/0!
Stiffness 0 0 0 0 0 0 0 0
Sum 0.E+00 0.E+00
Factor 1.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.0000
SUPT 7
L Up col Lo col
A w 0 Partial UDL factorsA f 0 1 2
X bar #DIV/0! a 0 #DIV/0!
I #DIV/0! 0 0 b 0 #DIV/0!
Stiffness 0 0 0
Sum 0.E+00
Factor 0.0000 0.0000 0.0000
Fixed End MomentsSPAN 1 SPAN 2 SPAN 3 SPAN 4
Min load L R L R L R L R
Cant 1489.59 0.00 0.00 0.00
UDL 248.27 248.27 0.00 0.00 0.00 0.00 0.00 0.00
PL 1 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
PL 2 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!part UDL 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
FEM 248.27 248.27 0.00 0.00 0.00 0.00 0.00 0.00
Live load
Cant 4629.64 0.00 0.00 0.00
UDL 771.61 771.61 0.00 0.00 0.00 0.00 0.00 0.00
PL 1 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
PL 2 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
part UDL 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
FEM 771.61 771.61 0.00 0.00 0.00 0.00 0.00 0.00
Moment Distribution
HiCol SUPT 1 LoCol HiCol SUPT 2 LoCol HiCol
Min load -248.27 248.27 0.00
0.00 248.27 0.00 0.00 -248.27 0.00 0.00 0.00
-124.13 124.13 0.00
0.00 124.13 0.00 0.00 -124.13 0.00 0.00 0.00
-62 07 62 07 0 00
8/10/2019 Bridge Beam
6/23
Project Spreadsheets to BS 8110
Location D&D: Main beam Grids C to H, from grid 1 to 3CONTINUOUS BEAM Anal sis & Desi n to BS 8110:1997
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC
Live on -771.61 771.61
Odd Spans 0.00 771.61 0.00 0.00 -771.61 0.00 0.00 0.00
-385.80 385.80 0.00
0.00 385.80 0.00 0.00 -385.80 0.00 0.00 0.00
-192.90 192.90 0.00
0.00 192.90 0.00 0.00 -192.90 0.00 0.00 0.00
-96.45 96.45 0.00
0.00 96.45 0.00 0.00 -96.45 0.00 0.00 0.00
-48.23 48.23 0.00
0.00 48.23 0.00 0.00 -48.23 0.00 0.00 0.00
-24.11 24.11 0.00
0.00 24.11 0.00 0.00 -24.11 0.00 0.00 0.00
-12.06 12.06 0.00
0.00 12.06 0.00 0.00 -12.06 0.00 0.00 0.00Sum 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Live on 0
Even Spans 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 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 0Sum 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Elastic Support Moments (3.2.1.2.2)Support 1 2 3 4 5
Left Right Left Right Left Right Left
All spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd Spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even Spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Redistribution (3.2.2.1) method 0
b - 1 1 1 1 1
b + 5 5 5 5 5
Max M 0.00 0.00 0.00 0.00 0.0
Dead only 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
All spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00Odd Spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even Spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total Ultimate LoadsSpan 1 2
UDL PL1 PL2 tUD UDL PL1 PL2 tUD
Dead only 331.02 0 0 0 0 0 0 0
All spans 1359.828 0 0 0 0 0 0 0
Odd Spans 1359.828 0 0 0 0 0 0 0
Even Spans 331.02 0 0 0 0 0 0 0Span 4 5
Dead only 0 0 0 0 0 0 0 0
All spans 0 0 0 0 0 0 0 0
Odd Spans 0 0 0 0 0 0 0 0
Even Spans 0 0 0 0 0 0 0 0
Elastic Shears
Span 1 2 3
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Project Spreadsheets to BS 8110
Location D&D: Main beam Grids C to H, from grid 1 to 3CONTINUOUS BEAM Anal sis & Desi n to BS 8110:1997
Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC
Redistributed Shears
Span 1 2 3
Dead only 165.51 165.51 0.00 0.00 0.00
All spans 679.91 679.91 0.00 0.00 0.00
Odd Spans 679.91 679.91 0.00 0.00 0.00
Even Spans 165.51 165.51 0.00 0.00 0.00
Span 4 5 6
Dead only 0.00 0.00 0.00 0.00 0.00
All spans 0.00 0.00 0.00 0.00 0.00
Odd Spans 0.00 0.00 0.00 0.00 0.00
Even Spans 0.00 0.00 0.00 0.00 0.00
Imposed ReactionsSu ort 1 2 3 4 5 6 7
All spans 280.13 280.13 0.00 0.00 0.00 0.00 0.00
Odd Spans 280.13 280.13 0.00 0.00 0.00 0.00 0.00
Even Spans 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SPAN MOMENTSSPAN 1 Left < > PL1 < > PL2 < > Right
Elastic V All 679.91 0 679.91 0 679.91 100 679.91
Odd 679.91 0 679.91 0 679.91 100 679.91
Even 165.51 0 165.51 0 165.51 100 165.51
Redist V All 679.91 0 679.91 0 679.91 100 679.91
Odd 679.91 0 679.91 0 679.91 100 679.91
Even 165.51 0 165.51 0 165.51 100 165.51
Elastic X- All 0.000 0.000 0.000 0.000 4.500
Odd 0.000 0.000 0.000 0.000 4.500Even 0.000 0.000 0.000 0.000 4.500
Redist X- All 0.000 0.000 0.000 0.000 4.500
Odd 0.000 0.000 0.000 0.000 4.500
Even 0.000 0.000 0.000 0.000 4.500
Elastic M All 0.00 0.00 0.00 0.00 0.00 1529.81 0.00
Odd 0.00 0.00 0.00 0.00 0.00 1529.81 0.00
Even 0.00 0.00 0.00 0.00 0.00 372.40 0.00
Redist M All 0.00 0.00 0.00 0.00 0.00 1529.81 0.00
Odd 0.00 0.00 0.00 0.00 0.00 1529.81 0.00
Even 0.00 0.00 0.00 0.00 0.00 372.40 0.00
SPAN 2 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00Redist V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Elastic X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Redist X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Elastic M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Redist M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SPAN 3 Left < > PL1 < > PL2 < > Right
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SPAN 4 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00Even 0.00 100 0.00 100 0.00 100 0.00
Redist V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Elastic X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Redist X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Elastic M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Redist M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SPAN 5 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Redist V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Elastic X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Redist X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000Elastic M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Redist M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
SPAN 6 Left < > PL1 < > PL2 < > Right
Elastic V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Redist V All 0.00 100 0.00 100 0.00 100 0.00
Odd 0.00 100 0.00 100 0.00 100 0.00
Even 0.00 100 0.00 100 0.00 100 0.00
Elastic X- All 0.000 0.000 0.000 0.000 0.000Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Redist X- All 0.000 0.000 0.000 0.000 0.000
Odd 0.000 0.000 0.000 0.000 0.000
Even 0.000 0.000 0.000 0.000 0.000
Elastic M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Redist M All 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Odd 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Even 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for
Span 9.00 m h 1500 Top cover 45 mm to m
T beam bw 300 Btm cover 45 mm to m
hf 250 Side cover 45 mm to m
MAIN STEEL LEFT .25L SPAN
M CL kNm 0.0
M face kNm 0.0 0.0 1529.8
b 1.000 1 1.000
d mm 1407.0 1439.0 1407.0
bf mm 300.0 300.0 1725.0
K' 0.156 0.156 0.156
Web Mres kNm 3700.6 3870.8 3700.6
Flange Mres kNm ~~~ ~~~ 9877.8
K 0.000 0.000 0.011
z mm 1336.7 1367.1 1336.7
x mm 156.3 159.9 156.3
d' mm 93.0 61.0 61.0
net fsc N/mm 265.7 415.1 409.0
Excess M kNm 0.0 0.0 0.0
As' req mm 0 0 0fst N/mm 438.1 438.1 438.1
As req mm 0 0 2612
bw/b ~~~ ~~~ 0.2
Min % % 0.26% 0.00% 0.18%
Min As mm 1170 0 810
DEFLECTION
fs N/mm 0.0 249.0
Base ratio 16.0
Tens Mod 2.0
Comp Mod 1.1
Perm L/d 34.9
Actual L/d ok 6.4 o
TENSION STEEL
As mm 1170 2612 1 mm ok 32 ok 32 o
2 mm 0 32
Max No/layer 3 3
No 1 2 3
= mm 1608 2413
No 2 ok 0 ok 1 o
As prov mm 1608 3217
= % % ok 0.381 ok 0.762 o
Clear dist mm 146.0 57.0
Min S mm ok 32.0 ok 32.0 o
Max S mm ok 300.0 ok 188.7 o
COMPRESSION STEEL
Required mm 1608 234
1 mm ok 32 ok 32 o
2 mm 0 0
Max No/layer 3 3
No 1 2 2
= 1608 1608
No 2 ok 0 ok 0 o
As' prov mm 1608 1608
= % % ok 0.381 ok 0.381 o
Clear dist mm 146.0 146.0
Min S mm ok 32.0 ok 32.0 o
SHEAR
V at cl kN 679.9
V at d kN 467.3
v N/mm 1.107
vc N/mm 0.536 Nominal
(v-vc)bv N/mm 171 4 120 0
8/10/2019 Bridge Beam
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for R
Span 0.000 m h 0 Top cover 41 mm to ma
0 beam bw 0 Btm cover 41 mm to ma
hf 0 Side cover 41 mm to ma
SPAN 2 IS NON-EXISTANT!
MAIN STEEL LEFT .25L SPAN
M CL kNm 0.0
M face kNm 0.0 0.0 0.0
b 1.000 1.000 ~
d mm -71.0 -47.0 -49.0
bf mm 0.0 0.0 0.0
K' 0.156 0.156 0.156
Web Mres kNm 0.0 0.0 0.0
Flange Mres kNm ~~~ ~~~ #DIV/0!
K #DIV/0! #DIV/0! #DIV/0!
z mm #DIV/0! #DIV/0! #DIV/0!
x mm #DIV/0! #DIV/0! #DIV/0!
d' mm 65.0 49.0 47.0
net fsc N/mm #DIV/0! #DIV/0! #DIV/0!
Excess M kNm 0.0 0.0 #DIV/0!As' req mm #DIV/0! #DIV/0! #DIV/0!
fst N/mm #DIV/0! #DIV/0! #DIV/0!
As req mm #DIV/0! #DIV/0! #DIV/0!
bw/b ~~~ ~~~ #DIV/0!
Min % % 0.26% 0.00% #DIV/0!
Min As mm 0 0 #DIV/0!
DEFLECTION
fs N/mm #DIV/0! #DIV/0!
Base ratio 100.0 #DIV/0!
Tens Mod #DIV/0! #DIV/0!
Comp Mod #DIV/0! #DIV/0!
Perm L/d #DIV/0! #DIV/0!
Actual L/d 0.0 #DIV/0! 0.0 #DIV/0!
TENSION STEELAs mm #DIV/0! #DIV/0!
1 mm ok 20 ok 16 ok
2 mm 0 0
Max No/layer -2 -2
No 1 #DIV/0! #DIV/0!
= mm #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
Max S mm #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
COMPRESSION STEEL
Required mm #DIV/0! #DIV/0! 1 mm ok 16 ok 12 ok
2 mm 0 0
Max No/layer -2 -3
No 1 #DIV/0! #DIV/0!
= #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
SHEAR
V at cl kN ~
V at d kN #VALUE!
v N/mm #VALUE!
vc N/mm #DIV/0! Nominal
8/10/2019 Bridge Beam
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for R
Span 0.00 m h 0 Top cover 41 mm to ma
0 beam bw 0 Btm cover 41 mm to ma
hf 0 Side cover 41 mm to ma
SPAN 3 IS NON-EXISTANT!
MAIN STEEL LEFT.25L
SPANM CL kNm 0.0
M face kNm 0.0 0.0 0.0
b 1.000 1 ~
d mm -59.0 -53.5 -47.0
bf mm 0.0 0.0 0.0
K' 0.156 0.156 0.156
Web Mres kNm 0.0 0.0 0.0
Flange Mres kNm ~~~ ~~~ #DIV/0!
K #DIV/0! #DIV/0! #DIV/0!
z mm #DIV/0! #DIV/0! #DIV/0!
x mm #DIV/0! #DIV/0! #DIV/0!
d' mm 58.0 47.0 53.5
net fsc N/mm #DIV/0! #DIV/0! #DIV/0!
Excess M kNm 0.0 0.0 #DIV/0!As' req mm #DIV/0! #DIV/0! #DIV/0!
fst N/mm #DIV/0! #DIV/0! #DIV/0!
As req mm #DIV/0! #DIV/0! #DIV/0!
bw/b ~~~ ~~~ #DIV/0!
Min % % 0.26% 0.00% #DIV/0!
Min As mm 0 0 #DIV/0!
DEFLECTION
fs N/mm #DIV/0! #DIV/0!
Base ratio 100.0 #DIV/0!
Tens Mod #DIV/0! #DIV/0!
Comp Mod #DIV/0! #DIV/0!
Perm L/d #DIV/0! #DIV/0!
Actual L/d 0.0 #DIV/0! 0.0 #DIV/0!
TENSION STEELAs mm #DIV/0! #DIV/0!
1 mm ok 12 ok 12 ok
2 mm 0 0
Max No/layer -3 -3
No 1 #DIV/0! #DIV/0!
= mm #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
Max S mm #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
COMPRESSION STEEL
Required mm #DIV/0! #DIV/0! 1 mm ok 10 ok 25 ok
2 mm 0 0
Max No/layer -3 -2
No 1 #DIV/0! #DIV/0!
= #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
SHEAR
V at cl kN ~
V at d kN #VALUE!
v N/mm #VALUE!
vc N/mm #DIV/0! Nominal
8/10/2019 Bridge Beam
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for R
Span 0.000 m h 0 Top cover 45 mm to ma
0 beam bw 0 Btm cover 45 mm to ma
hf 0 Side cover 45 mm to ma
SPAN 4 IS NON-EXISTANT!
MAIN STEEL LEFT .25L SPAN
M CL kNm 0.0
M face kNm 0.0 0.0 0.0b 1.000 1 ~
d mm -60.0 -53.0 -53.0
bf mm 0.0 0.0 0.0
K' 0.156 0.156 0.156
Web Mres kNm 0.0 0.0 0.0
Flange Mres kNm ~~~ ~~~ #DIV/0!
K #DIV/0! #DIV/0! #DIV/0!
z mm #DIV/0! #DIV/0! #DIV/0!
x mm #DIV/0! #DIV/0! #DIV/0!
d' mm 66.0 53.0 53.0
net fsc N/mm #DIV/0! #DIV/0! #DIV/0!
Excess M kNm 0.0 0.0 #DIV/0!
As' req mm #DIV/0! #DIV/0! #DIV/0!
fst N/mm #DIV/0! #DIV/0! #DIV/0!
As req mm #DIV/0! #DIV/0! #DIV/0!
bw/b ~~~ ~~~ #DIV/0!
Min % % 0.26% 0.00% #DIV/0!
Min As mm 0 0 #DIV/0!
DEFLECTION
fs N/mm #DIV/0! #DIV/0!
Base ratio 100.0 #DIV/0!
Tens Mod #DIV/0! #DIV/0!
Comp Mod #DIV/0! #DIV/0!
Perm L/d #DIV/0! #DIV/0!
Actual L/d 0.0 #DIV/0! 0.0 #DIV/0!
TENSION STEEL
As mm #DIV/0! #DIV/0! 1 mm ok 10 ok 16 ok
2 mm 0 0
Max No/layer -3 -3
No 1 #DIV/0! #DIV/0!
= mm #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
Max S mm #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
COMPRESSION STEEL
Required mm #DIV/0! #DIV/0!
1 mm ok 10 ok 16 ok 2 mm 0 0
Max No/layer -3 -3
No 1 #DIV/0! #DIV/0!
= #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
SHEAR
V at cl kN ~
V at d kN #VALUE!
v N/mm #VALUE!vc N/mm #DIV/0! Nominal
(v-vc)bv N/mm #VALUE! 0.0
Li k 10 10
8/10/2019 Bridge Beam
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for R
Span 0.00 m h 0 Top cover 45 mm to ma
0 beam bw 0 Btm cover 45 mm to ma
hf 0 Side cover 45 mm to ma
SPAN 5 IS NON-EXISTANT!
MAIN STEEL LEFT .25L SPAN
M CL kNm 0.0
M face kNm 0.0 0.0 0.0b 1.000 1 ~
d mm -69.0 -53.0 -57.5
bf mm 0.0 0.0 0.0
K' 0.156 0.156 0.156
Web Mres kNm 0.0 0.0 0.0
Flange Mres kNm ~~~ ~~~ #DIV/0!
K #DIV/0! #DIV/0! #DIV/0!
z mm #DIV/0! #DIV/0! #DIV/0!
x mm #DIV/0! #DIV/0! #DIV/0!
d' mm 78.0 57.5 53.0
net fsc N/mm #DIV/0! #DIV/0! #DIV/0!
Excess M kNm 0.0 0.0 #DIV/0!
As' req mm #DIV/0! #DIV/0! #DIV/0!
fst N/mm #DIV/0! #DIV/0! #DIV/0!
As req mm #DIV/0! #DIV/0! #DIV/0!
bw/b ~~~ ~~~ #DIV/0!
Min % % 0.26% 0.00% #DIV/0!
Min As mm 0 0 #DIV/0!
DEFLECTION
fs N/mm #DIV/0! #DIV/0!
Base ratio 100.0 #DIV/0!
Tens Mod #DIV/0! #DIV/0!
Comp Mod #DIV/0! #DIV/0!
Perm L/d #DIV/0! #DIV/0!
Actual L/d 0.0 #DIV/0! 0.0 #DIV/0!
TENSION STEEL
As mm #DIV/0! #DIV/0!
1 mm ok 16 ok 25 ok
2 mm 0 0
Max No/layer -3 -2
No 1 #DIV/0! #DIV/0!
= mm #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
Max S mm #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
COMPRESSION STEEL
Required mm #DIV/0! #DIV/0!
1 mm ok 16 ok 16 ok 2 mm 0 0
Max No/layer -3 -3
No 1 #DIV/0! #DIV/0!
= #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
SHEAR
V at cl kN ~
V at d kN #VALUE!
v N/mm #VALUE!vc N/mm #DIV/0! Nominal
(v-vc)bv N/mm #VALUE! 0.0
Li k # / 10 # / 10 # /
8/10/2019 Bridge Beam
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Project & location Spreadsheets to BS 8110 : D&D: Main beam Grids C to H : from grid 1 to 3CONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for R
Span 0.000 m h 0 Top cover 45 mm to ma
0 beam bw 0 Btm cover 45 mm to ma
hf 0 Side cover 45 mm to ma
SPAN 6 IS NON-EXISTANT!
MAIN STEEL LEFT .25L SPAN
M CL kNm 0.0
M face kNm 0.0 0.0 0.0b 1.000 1 ~
d mm -82.5 -53.0 -57.5
bf mm 0.0 0.0 0.0
K' 0.156 0.156 0.156
Web Mres kNm 0.0 0.0 0.0
Flange Mres kNm ~~~ ~~~ #DIV/0!
K #DIV/0! #DIV/0! #DIV/0!
z mm #DIV/0! #DIV/0! #DIV/0!
x mm #DIV/0! #DIV/0! #DIV/0!
d' mm 78.0 57.5 53.0
net fsc N/mm #DIV/0! #DIV/0! #DIV/0!
Excess M kNm 0.0 0.0 #DIV/0!
As' req mm #DIV/0! #DIV/0! #DIV/0!
fst N/mm #DIV/0! #DIV/0! #DIV/0!
As req mm #DIV/0! #DIV/0! #DIV/0!
bw/b ~~~ ~~~ #DIV/0!
Min % % 0.26% 0.00% #DIV/0!
Min As mm 0 0 #DIV/0!
DEFLECTION
fs N/mm #DIV/0! #DIV/0!
Base ratio 100.0 #DIV/0!
Tens Mod #DIV/0! #DIV/0!
Comp Mod #DIV/0! #DIV/0!
Perm L/d #DIV/0! #DIV/0!
Actual L/d 0.0 #DIV/0! 0.0 #DIV/0!
TENSION STEEL
As mm #DIV/0! #DIV/0!
1 mm ok 25 ok 25 ok
2 mm 0 0
Max No/layer -2 -2
No 1 #DIV/0! #DIV/0!
= mm #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
Max S mm #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
COMPRESSION STEEL
Required mm #DIV/0! #DIV/0!
1 mm ok 16 ok 16 ok 2 mm 0 0
Max No/layer -3 -3
No 1 #DIV/0! #DIV/0!
= #DIV/0! #DIV/0!
No 2 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
As' prov mm #DIV/0! #DIV/0!
= % % #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
Clear dist mm #DIV/0! #DIV/0!
Min S mm #DIV/0! 25.0 #DIV/0! 25.0 #DIV/0!
SHEAR
V at cl kN ~
V at d kN #VALUE!
v N/mm #VALUE!vc N/mm #DIV/0! Nominal
(v-vc)bv N/mm #VALUE! 0.0
Li k 10 10
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Project Spreadsheets to BS 8110
Location D&D: Main beam Grids C to H, from grid 1 to 3 GRAPH DACONTINUOUS BEAM (Analysis & Design) to BS 8110:1997 Originated from RCC41.xls v2.1 on CD 1999-2003 BCA for RCC
LOADING DIAGRAM 10BEAM 0 9
0 0
SUPPORTS 0 0 9 9 9 9 9 9 9
-10 0 0 0 -10 0 0 0 0
D UDL 0 0 9 9 9 9 9 9 9 9 9 9 9
0 36.78 36.78 0 0 0 0 0 0 0 0 0 0
L UDL 36.78 99.03 99.03 36.78 0 0 0 0 0 0 0 0 0
D PUDL 0 0 0 0 9 9 9 9 9 9 999.03 99.03 99.03 99.03 0 0 0 0 0 0 0
L PUDL 99.03 99.03 99.03 99.03 0 0 0 0 0 0 0
PL 1 0 0 9 9 9 9 9 9 9
99.03 99.03 0 0 0 0 0 0 099.03 99.03 0 0 0 0 0 0 0
PL 2 0 0 9 9 9 9 9 9 9
99.03 99.03 0 0 0 0 0 0 0
99.03 99.03 0 0 0 0 0 0 0
MOMENT DIAGRAMS
SPAN 1
X 0 0 0.45 0.9 1.35 1.8 2.25 2.7 3.15 3.6 4.05 4.5 4.9
M(e) all 0 0 -290.7 -550.7 -780.2 -979.1 -1147.4 -1285 -1392 -1469 -1515 -1530 -15
M(e) odd 0 0 -290.7 -550.7 -780.2 -979.1 -1147.4 -1285 -1392 -1469 -1515 -1530 -15
M(e) even 0 0 -70.76 -134.1 -189.9 -238.3 -279.3 -312.8 -338.9 -357.5 -368.7 -372.4 -368
Beam 0 0 0 0 0 0 0 0 0 0 0 0 0
M(r) all 0 0 -290.7 -550.7 -780.2 -979.1 -1147.4 -1285 -1392 -1469 -1515 -1530 -15
M(r) odd 0 0 -290.7 -550.7 -780.2 -979.1 -1147.4 -1285 -1392 -1469 -1515 -1530 -15M(r) even 0 0 -70.76 -134.1 -189.9 -238.3 -279.3 -312.8 -338.9 -357.5 -368.7 -372.4 -368
70% max 0 0 -49.53 -93.84 -132.9 -166.8 -195.51 -219 -237.2 -250.3 -258.1 -260.7 -258
70% min 0 0 -203.5 -385.5 -546.1 -685.4 -803.15 -899.5 -974.5 -1028 -1060 -1071 -10
Lower bound 0 0 -290.7 -550.7 -780.2 -979.1 -1147.4 -1285 -1392 -1469 -1515 -1530 -15
Upper bound 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
L0 0 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 9 9
SPAN 2
Local X 0 0 0 0 0 0 0 0 0 0 0 0
X 9 9 9 9 9 9 9 9 9 9 9 9
M(e) all 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
M(e) even 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
M(r) all 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
M(r) even 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
70% min 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
Upper bound 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
L0 0 0 0 0 0 0 0 0 0 0 0 0
SPAN 3
Local X 0 0 0 0 0 0 0 0 0 0 0 0
X 9 9 9 9 9 9 9 9 9 9 9 9
M(e) all 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
M(e) even 0 0 0 0 0 0 0 0 0 0 0 0Beam 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
8/10/2019 Bridge Beam
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8/10/2019 Bridge Beam
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Disclaimer
Status of spreadsheet
Public release version.
Revision history RCC41
Date Version
21-Jan-03 RCC41 v2.1
11-Oct-02 RCC41 v2.0
27-Feb-02 RCC41 v1.10
5-May-01 RCC41 v1.9
30-Nov-00 RCC41 v1.8
2-Oct-00 RCC41 v1.6
2-Oct-00 RCC41 v1.7
6-Sep-00 RCC41 v1.5
8-Jun-00 RCC41 v1.4
9-Mar-00 RCC41 v1.3
1-Mar-00 RCC41 v1.2
28-Sep-99 RCC41 v1.1
03-Aug-99 RCC41 v1.0
All advice or information fro
those who will evaluate the
application. No liability (incl
accepted by the BCA, RCsoftware and publications ar
possession of the latest versi
This spreadsheet should be
design to BS 8110 and EC2
RG45 6YS.
8/10/2019 Bridge Beam
22/23
ontinuous Beams (A & D)
Action Size (kB)
DETR logo replaced by DTI. 1108
Version 2 enhancements 1127
Simply supported option added for calculation of vc. 1109
Warning message corrected in MAIN:L37 etc 1039
Link extents limited for short spans. 1039
Divide by zero error corrected at Bar G17 etc 1037
DIV/0 corrected when P load over RH support. 1038
Auto-smoothing removed from BM plots. 1037
Loading graphic, BM graphic & Tee beam design routine improved. 1037
ACTIONS L22:L25 & circular ref in BAR M31 etc corrected 1034
DIV/0 bug for LH cantilever fixed (M Hutcheson) 1029
UCL comments incorporated 1028
First public release.
Includes bversion comments1029
the British Cement Association and/or Reinforced Concrete Council is intended for
significance and limitations of its contents and take responsibility for its use and
ding that for negligence) for any loss resulting from such advice or information is
or their subcontractors, suppliers or advisors. Users should note that all BCAsubject to revision from time to time and should therefore ensure that they are in
on.
used in compliance with the accompanying publication 'Spreadsheets for concrete
' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire
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.
8/10/2019 Bridge Beam
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