One-way Slabs -Euro Code

8/17/2019 One-way Slabs -Euro Code

1/28

Project Spreadsheets to Eurocode 2 The Concrete Centre

Client Advisory Group Made by Date Page

Location 8th Floor slab from A to G rmw 8!May!" 2#

$hec%ed &evisio' (ob )o

v*+# o' $D , 2##-!2#" .$$ chg ! F/"20

LOCATION upports from grid A to grid G 0.4 mm top

0.3 mm btm

MATERIALS COVERS

fck 32 N/mm² dg 20 mm Top cover 25 mm

fyk 500 N/mm² 1.15 stee !tm cover 25 mm

fy"k 500 N/mm² 1.50 co#crete 10 mm

$tee c%ss ! 2

Usage: Shopping With brittle partitions

SPANS SUPPORTS

$&AN 1 5.000 1'0 Supt No Type

$&AN 2 5.000 1'0 LOADING PATTERN 1 (

$&AN 3 5.000 1'0 BS EN 1990: (6.10b) 5 (

$&AN 4 5.000 1'0 min m!

$&AN 5 )*A) 1.25 1.25

$&AN ' +,&-$*) 0.00 1.50

LOADING )s kN/m² &s kN/m &ositio# m LOADING

De" Impo#e" Po#ition De" Impo#e" Po#ition

Spn 1 Lo" Lo" $rom %e$t Spn & Lo" Lo" $rom %e$t

) .50 3.00 ) .50 3.00

& 1 & 1& 2 & 2

Spn ' Spn 5

) .50 3.00 ) ~~~~

& 1 & 1

& 2 & 2

Spn ( Spn )

) .50 3.00 ) ~~~~

& 1 & 1

& 2 & 2

LOADING DIAGRAM

A G

SUPPORT 1 ' ( & 5

%r%cteristic )e%d 14.3 42.65 34.63 42.65 14.3 0.00 0.00

,%7 +mposed '.0 1.14 13.83 1.14 '.0 0.00 0.00

,i# +mposed 90.60 6.5 '.8 6.5 90.60 0.00 0.00

,A: T+,AT* 26.35 .00 ''.'1 .00 26.35 0.00 0.00

1)E!A3 S145D &$ S4A/ DES5G) to *N 188291; 2004

1rigi'ated from T31.7s

<k

dev?

t9t0

L 6m7 * 6mm7

( #ife> %#tiever or *#c%s

REACTIONS kN/m


2/28


Client Advisory Group Made by Date Page

Location 8th Floor slab from A to G rmw 8!May!" 2

1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##* $hec%ed &evisio' (ob )o

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$ chg ! F/"20

A E%#tic Moment# G A Re"i#tri+ute" En,e%ope G

SUPPORT No 1 ' ( & 5

*%stic , 0.0 3.1 24.6 3.1 0.0

edistributed , 0.0 31.' 24.6 31.' 0.0

b 1.000 0.650 1.000 0.650 1.000

@edistributio# 15.0B 15.0B 0.0B

SPAN No 1 ' ( &

*%stic , 28.2 1.' 1.' 28.2

edistributed , 28.0 1.3 1.3 28.0

b 0.884 0.866 0.866 0.884

A E%#tic Sher# G A Re"i#tri+ute" Sher# G

SPAN No 1 ' (

*%stic C 26.4 42.1 3.1 32.' 32.' 3.1

@edistributed C 26.4 41.0 3'.6 33.3 33.3 3'.6

SPAN No &

*%stic C 42.1 26.4

@edistributed C 41.0 26.4

-ENDING MOMENT DIAGRAMS kNm/m

S*EAR .ORCE DIAGRAMS kN/m

0 2 4 ' 6 10 12 14 1' 16 20 22

940

930

920

910

0

10

20

30

40

50

0 2 4 ' 6 10 12 14 1' 16 20 22

940

930

920

910

0

10

20

30

40

50

0 2 4 ' 6 10 12 14 1' 16 20 22

950

940

930

920

910

0

10

20

30

40

50

0 2 4 ' 6 10 12 14 1' 16 20 22

950

940

930

920

910

0

10

20

30

40

50


3/28


Client Advisory Group ,%de by )%te &%ge

Location 8th Floor slab from A to G rmw 8!May!" 2-

1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##* ecked @evisio# Dob No

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$ chg ! F/"20

SPAN ( LE.T CENTRE RIG*T

Av 0 5000

A$.51)S , 24.6 1.3 31.'

δ 1.00 0.88 0.65

C*d 33.31 3'.63

DES5G) d 128.0 128.0 128.0

As 4'5 32' 58'

AsE 0 As top 203 AsE 0

.1P S.EE4 - 1' / ''5 - 10 / (50 - 1' / 15

As prov 503 AsE prov 224 As prov '4'

/.M S.EE4 - 10 / (50 - 1' / (00 - 10 / (50

AsE prov 224 As prov 3 AsE prov 224

S


4/28

Project Spreadsheets to Eurocode 2

Location 8th Floor slab from A to G Made by rmw

1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##* Job No F!"# Page "$%

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$ &ate $'(May($!

3EIG*T o$ REIN.ORCEMENT

S?PP1&. 5D.< S?PP1&. 5D.< /ay width 12000 mm

SUPPORT 3IDT*S 300 * 300 D5S.&5/?.51) S.EE4

mm 2 300 0 300 φ 6 mm

- 300

$%b supported by T9be%ms H

TOP STEEL .ype Dia Spaci'g )o 4e'gth ?'it wt eight

$upport 1 ! 6 I 250 46 145 0.385 2.8

$p%# 1 ! 6 I 225 54 3150 0.385 '.1

$upport 2 ! 12 I 15 '8 2500 0.666 153.1

$p%# 2 ! 10 I 350 35 3300 0.'1 1.2

$upport 3 ! 12 I 225 54 2500 0.666 118.8

$p%# 3 ! 10 I 350 35 3300 0.'1 1.2

$upport 4 ! 12 I 15 '8 2500 0.666 153.1

$p%# 4 ! 6 I 225 54 3150 0.385 '.1

$upport 5 ! 6 I 250 46 145 0.385 2.8

-OTTOM STEEL $upport 1 ! 10 I 300 40 600 0.'1 18.

$p%# 1 ! 12 I 150 60 4350 0.666 308.0

$upport 2 ! 10 I 300 40 1150 0.'1 26.4

$p%# 2 ! 12 I 300 40 4350 0.666 154.5$upport 3 ! 10 I 350 35 1150 0.'1 24.6

$p%# 3 ! 12 I 300 40 4350 0.666 154.5

$upport 4 ! 10 I 300 40 1150 0.'1 26.4

$p%# 4 ! 12 I 150 60 4350 0.666 308.0

$upport 5 ! 10 I 300 40 600 0.'1 18.

DISTRI-UTION STEEL

!ottom $p%# 1 ! 6 I 300 1' 12400 0.385 6.3$p%# 2 ! 6 I 450 11 12400 0.385 53.6

$p%# 3 ! 6 I 450 11 12400 0.385 53.6

$p%# 4 ! 6 I 300 1' 12400 0.385 6.3

Top $p%# 1 ! 6 I 300 8 12400 0.385 44.0

$p%# 2 ! 6 I 450 ' 12400 0.385 28.4

$p%# 3 ! 6 I 450 ' 12400 0.385 28.4

$p%# 4 ! 6 I 300 8 12400 0.385 44.0

SUMMAR4 Links not included. All fgures aro!i"ate # see $ser %uide.

0"+0 228&E5)F1&$EME). DE)S5.3 kg/mJ .1.A4 &E5)F1&$EME). 5) /A3 kg


5/28


Location 8th Floor slab from A to G A)A43S5S to E$1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$

ULS ANAL4SIS

Mi' load 1.2465 7 de%d o%d

Ma; load 0 7 de%d o%d L 1.5 7 imposed o%d *N

Di#tri+ution .ctor#

SUPT 1 SUPT ' SUPT ( SUPT &

R L R L R L

408'000 408'000 408'000 408'000 408'000 408

Stiff'ess 618200 618200 618200 618200 618200 61

Sum 1'36400 1'36400 1'36400

Factor 1 0.5 0.5 0.5 0.5 0.5 0

.i!e" En" Moment#

SPAN 1 SPAN ' SPAN (

Min %o" L R L R L R

$a't 11.0 11.0 11.0 11?D4 18.511 18.511 18.511 18.511 18.511 18.511 18.

P4 0 0 0 0 0 0

P4 2 0 0 0 0 0 0

FEM 19.512 19.512 19.512 19.512 19.512 19.512 19

Li,e %o"

$a't 5'.25 5'.25 5'.25 5'

?D4 8.35 8.35 8.35 8.35 8.35 8.35 8.

P4 0 0 0 0 0 0

P4 2 0 0 0 0 0 0

FEM 9.375 9.375 9.375 9.375 9.375 9.375 9.

Moment Di#tri+ution

SUPT 1 SUPT ' SUPT ( SUPT &

Mi' load 918.51 18.51 918.51 18.51 918.51 18.51 91

18.51 0.00 0.00 0.00 0.00 0.00 0

0.00 8.' 0.00 0.00 0.00 0.00 98

0.00 94.66 94.66 0.00 0.00 4.66 4

92.44 0.00 0.00 92.44 2.44 0.00 0

2.44 0.00 0.00 0.00 0.00 0.00 0

0.00 1.22 0.00 0.00 0.00 0.00 91

0.00 90.'1 90.'1 0.00 0.00 0.'1 0

90.30 0.00 0.00 90.30 0.30 0.00 0

0.30 0.00 0.00 0.00 0.00 0.00 0

0.00 0.15 0.00 0.00 0.00 0.00 90

0.00 90.06 90.06 0.00 0.00 0.06 0

90.04 0.00 0.00 90.04 0.04 0.00 0

0.04 0.00 0.00 0.00 0.00 0.00 0

Sum 0.00 25.08 -25.08 16.73 -16.73 25.08 -254ive o' 98.36 8.36 98.36 8.36

1dd Spa's 8.36 94.'8 94.'8 4.'8 4.'8 94.'8 94

92.34 4.'8 2.34 92.34 92.34 2.34 0

2.34 93.52 93.52 2.34 2.34 91.1 91

91.' 1.1 1.1 91.' 90.58 1.1 1

1.' 91.1 91.1 1.1 1.1 91.1 91

90.58 0.66 0.58 90.58 90.58 0.58 0

0.58 90.3 90.3 0.58 0.58 90.44 90

90.3 0.28 0.28 90.3 90.22 0.28 0

0.3 90.28 90.28 0.28 0.28 90.28 90

90.15 0.16 0.15 90.15 90.15 0.15 0

0.15 90.1' 90.1' 0.15 0.15 90.13 90

90.06 0.0 0.0 90.06 90.0' 0.0 0

0.06 90.0 90.0 0.0 0.0 90.0 90

Sum 0.00 6.02 -6.02 4.02 -4.02 6.02 -6

h-


6/28


Location 8th Floor slab from A to G A)A43S5S to E$2 1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*


4ive o' 98.36 8.36 98.3

Eve' Spa's 0.00 4.'8 4.'8 94.'8 94.'8 4.'8 4.'8

2.34 0.00 92.34 2.34 2.34 92.34 94.'

92.34 1.1 1.1 92.34 92.34 3.52 3.520.58 91.1 91.1 0.58 1.' 91.1 91.1

90.58 1.1 1.1 91.1 91.1 1.1 1.1

0.58 90.28 90.58 0.58 0.58 90.58 90.6

90.58 0.44 0.44 90.58 90.58 0.3 0.3

0.22 90.28 90.28 0.22 0.3 90.28 90.2

90.22 0.28 0.28 90.28 90.28 0.28 0.28

0.15 90.11 90.15 0.15 0.15 90.15 90.1

90.15 0.13 0.13 90.15 90.15 0.1' 0.1'

0.0' 90.0 90.0 0.0' 0.06 90.0 90.0

90.0' 0.0 0.0 90.0 90.0 0.0 0.0

Sum 0.00 6.02 -6.02 4.02 -4.02 6.02 -6.0

4ive o' 98.36 8.36 98.36 8.36

20 = " 8.36 0.00 0.00 94.'8 94.'8 0.00 0.00

0.00 4.'8 92.34 0.00 0.00 92.34 0.000.00 91.1 91.1 0.00 0.00 1.1 1.1

90.58 0.00 0.00 90.58 0.58 0.00 0.00

0.58 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.28 0.00 0.00 0.00 0.00 90.2

0.00 90.15 90.15 0.00 0.00 0.15 0.15

90.0 0.00 0.00 90.0 0.0 0.00 0.00

0.0 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.04 0.00 0.00 0.00 0.00 90.0

0.00 90.02 90.02 0.00 0.00 0.02 0.02

90.01 0.00 0.00 90.01 0.01 0.00 0.00

0.01 0.00 0.00 0.00 0.00 0.00 0.00

Sum 0.00 13.06 -13.06 4.02 -4.02 -1.01 1.01

4ive o' 98.36 8.36 98.36 8.36

Spa's 2 = - 0.00 4.'8 4.'8 0.00 0.00 94.'8 94.'

2.34 0.00 0.00 2.34 92.34 0.00 0.0092.34 0.00 0.00 0.00 0.00 0.00 0.00

0.00 91.1 0.00 0.00 0.00 0.00 1.1

0.00 0.58 0.58 0.00 0.00 90.58 90.5

0.28 0.00 0.00 0.28 90.28 0.00 0.00

90.28 0.00 0.00 0.00 0.00 0.00 0.00

0.00 90.15 0.00 0.00 0.00 0.00 0.15

0.00 0.0 0.0 0.00 0.00 90.0 90.0

0.04 0.00 0.00 0.04 90.04 0.00 0.00

90.04 0.00 0.00 0.00 0.00 0.00 0.00

0.00 90.02 0.00 0.00 0.00 0.00 0.02

0.00 0.01 0.01 0.00 0.00 90.01 90.0

Sum 0.00 4.02 -4.02 12.05 -12.05 4.02 -4.0

4ive o' 98.36 8.36 98.3

Spa's - = * 0.00 0.00 0.00 4.'8 4.'8 0.00 0.00

0.00 0.00 2.34 0.00 0.00 2.34 94.'

0.00 91.1 91.1 0.00 0.00 1.1 1.1

90.58 0.00 0.00 90.58 0.58 0.00 0.00

0.58 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.28 0.00 0.00 0.00 0.00 90.2

0.00 90.15 90.15 0.00 0.00 0.15 0.15

90.0 0.00 0.00 90.0 0.0 0.00 0.00

0.0 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.04 0.00 0.00 0.00 0.00 90.0

0.00 90.02 90.02 0.00 0.00 0.02 0.02

90.01 0.00 0.00 90.01 0.01 0.00 0.00

0.01 0.00 0.00 0.00 0.00 0.00 0.00

Sum 0.00 -1.01 1.01 4.02 -4.02 13.06 -13.0

4ive o' 98.3

Spa's * = 0 0.00 0.00 0.00 0.00 0.00 4.'8 4.'80.00 0.00 0.00 0.00 2.34 0.00 94.'

0.00 0.00 0.00 91.1 91.1 2.34 2.34

0.00 0.00 90.58 0.00 1.1 90.58 91.1

0.00 0.28 0.28 90.58 90.58 0.66 0.66

0.15 0.00 90.28 0.15 0.44 90.28 90.5

90.15 0.15 0.15 90.28 90.28 0.44 0.44

0.0 90.0 90.15 0.0 0.22 90.15 90.2

90.0 0.11 0.11 90.15 90.15 0.16 0.16

0.05 90.04 90.0 0.05 0.08 90.0 90.1

90 05 0 05 0 05 90 0 90 0 0 08 0 08


7/28

E%#tic Support Moment# *N 1880

Support 1 ' ( & 5 )

A sp%#s 0.00 3.12 24. 3.12 0.00 0.00 0.00

-dd $p%#s 0.00 31.10 20.5 31.10 0.00 0.00 0.00

*ve# $p%#s 0.00 31.10 20.5 31.10 0.00 0.00 0.00

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Re"i#tri+ution 5.5 4 method 1

b 9 1 0.65 1 0.65 1 1 1

b L 1 1.15 1 1.15 1 1 1

,%7 , 0.00 31.5' 24. 31.5' 0.00 0.00 0.00

)e%d o#y 0.00 20.06 13.40 20.06 0.00 0.00 0.00

A sp%#s 0.00 31.5' 24. 31.5' 0.00 0.00 0.00

-dd $p%#s 0.00 31.5' 20.5 31.5' 0.00 0.00 0.00

*ve# $p%#s 0.00 31.5' 20.5 31.5' 0.00 0.00 0.00

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00

@everse 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Tot% U%timte Lo"#

1 '

Spn UDL PL1 PL' UDL PL1 PL' UDL

,i# o%d 4'.63 0.00 0.00 4'.63 0.00 0.00 4'.63

A sp%#s '8.33 0.00 0.00 '8.33 0.00 0.00 '8.33

-dd $p%#s '8.33 0.00 0.00 4'.63 0.00 0.00 '8.33

*ve# $p%#s 4'.63 0.00 0.00 '8.33 0.00 0.00 4'.63

1>2>5>' '8.33 0.00 0.00 '8.33 0.00 0.00 4'.63

2 O 3 4'.63 0.00 0.00 '8.33 0.00 0.00 '8.33

3 O 4 4'.63 0.00 0.00 4'.63 0.00 0.00 '8.33

4 O 5 4'.63 0.00 0.00 4'.63 0.00 0.00 4'.63

Spn & 5

,i# o%d 4'.63 0.00 0.00 0.00 0.00 0.00 0.00

A sp%#s '8.33 0.00 0.00 0.00 0.00 0.00 0.00

-dd $p%#s 4'.63 0.00 0.00 0.00 0.00 0.00 0.00*ve# $p%#s '8.33 0.00 0.00 0.00 0.00 0.00 0.00

1>2>5>' 4'.63 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 4'.63 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 '8.33 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 '8.33 0.00 0.00 0.00 0.00 0.00 0.00

E%#tic Sher#

Spn 1 '

A sp%#s 2.24 42.08 3.14 32.18 32.18

-dd $p%#s 26.44 40.66 25.46 21.34 32.58

*ve# $p%#s 1.18 28.'3 3'.3 32.58 21.34

1>2>5>' 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00

Spn & 5

A sp%#s 42.08 2.24 0.00 0.00 0.00

-dd $p%#s 28.'3 1.18 0.00 0.00 0.00

*ve# $p%#s 40.66 26.44 0.00 0.00 0.00

1>2>5>' 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00


8/28


Location 8th Floor slab from A to G

1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$ A)A43S5S to E$2

Re"i#tri+ute" Sher#

Spn 1 '

,i# o%d 18.40 2.43 24.5 22.06 22.0

A sp%#s 26.35 40.86 3'.02 33.31 33.3

-dd $p%#s 26.35 40.86 25.56 21.25 32.5

*ve# $p%#s 1.10 28.3 3'.63 32.50 21.2

1>2>5>' 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00

Spn & 5

,i# o%d 2.43 18.40 0.00 0.00 0.00A sp%#s 40.86 26.35 0.00 0.00 0.00

-dd $p%#s 28.3 1.10 0.00 0.00 0.00

*ve# $p%#s 40.86 26.35 0.00 0.00 0.00

1>2>5>' 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00

SPAN MOMENTS

SPAN 1 Le$t 6 PL1 6 PL' 6

*%stic C A 2.24

-dd 26.44

*ve# 1.18 o%di#gs

1>2>5>' 0.00 13.6 0.00 0.00

2 O 3 0.00 13.6 0.00 0.00

3 O 4 0.00 8.3 0.00 0.00

4 O 5 0.00 13.6 0.00 0.00

@edist C A 26.35 8.3 0.00 0.00

-dd 26.35 8.3 0.00 0.00

*ve# 1.10 8.3 0.00 0.00

1>2>5>' 0.00 2 O 3 0.00

3 O 4 0.00

4 O 5 0.00

*%stic :9 A 1.8'5 0 1.8'5 0 1.8'

-dd 2.051 0 2.051 0 2.05

*ve# 1.63' 0 1.63' 0 1.63

1>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.00

3 O 4 0.000 0 0.000 0 0.00

4 O 5 0.000 0 0.000 0 0.00

@edist :9 A 2.045 0 2.045 0 2.04

-dd 2.045 0 2.045 0 2.04

*ve# 1.62' 0 1.62' 0 1.62

1>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.003 O 4 0.000 0 0.000 0 0.00

4 O 5 0.000 0 0.000 0 0.00

*%stic , A 0.00 0.00 0.00 2'.' 0.00 2'.

-dd 0.00 0.00 0.00 28.16 0.00 28.1

*ve# 0.00 0.00 0.00 15.6 0.00 15.

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00

@edist , A 0.00 0.00 0.00 26.88 0.00 26.8

-dd 0.00 0.00 0.00 26.88 0.00 26.8

*ve# 0.00 0.00 0.00 15.'2 0.00 15.'

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.003 O 4 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00

SPAN ' Le$t 6 PL1 6 PL' 6

*%stic C A 3.14

-dd 25.46

*ve# 3'.3 o%di#gs

1>2>5>' 0.00 13.6 0.00 0.00

2 O 3 0.00 8.3 0.00 0.00

3 O 4 0.00 13.6 0.00 0.00


9/28



1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*


SPAN ( Le$t 6 PL1 6 PL' 6

*%stic C A 32.18

-dd 32.58 *ve# 21.34 o%di#gs

1>2>5>' 0.00 13.6 0.00 0.00

2 O 3 0.00 13.6 0.00 0.00

3 O 4 0.00 8.3 0.00 0.00

4 O 5 0.00 8.3 0.00 0.00

@edist C A 33.31 13.6 0.00 0.00

-dd 32.50 13.6 0.00 0.00

*ve# 21.25 8.3 0.00 0.00

1>2>5>' 0.00

2 O 3 0.00

3 O 4 0.00

4 O 5 0.00

*%stic :9 A 2.322 0 2.322 0 2.32

-dd 2.351 0 2.351 0 2.35

*ve# 2.28 0 2.28 0 2.21>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.00

3 O 4 0.000 0 0.000 0 0.00

4 O 5 0.000 0 0.000 0 0.00

@edist :9 A 2.402 0 2.402 0 2.40

-dd 2.344 0 2.344 0 2.34

*ve# 2.2'8 0 2.2'8 0 2.2'

1>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.00

3 O 4 0.000 0 0.000 0 0.00

4 O 5 0.000 0 0.000 0 0.00

*%stic , A 24. 0.00 924. 12.'0 0.00 12.'

-dd 20.5 0.00 920.5 1.5' 0.00 1.5

*ve# 20.5 0.00 920.5 3.5 0.00 3.5

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00

@edist , A 24. 0.00 924. 15.23 0.00 15.2

-dd 20.5 0.00 920.5 1.35 0.00 1.3

*ve# 20.5 0.00 920.5 3.3' 0.00 3.3'

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00

SPAN & Le$t 6 PL1 6 PL' 6

*%stic C A 42.08

-dd 28.'3 *ve# 40.66 o%di#gs

1>2>5>' 0.00 13.6 0.00 0.00

2 O 3 0.00 8.3 0.00 0.00

3 O 4 0.00 13.6 0.00 0.00

4 O 5 0.00 8.3 0.00 0.00

@edist C A 40.86 8.3 0.00 0.00

-dd 28.3 13.6 0.00 0.00

*ve# 40.86 13.6 0.00 0.00

1>2>5>' 0.00

2 O 3 0.00

3 O 4 0.00

4 O 5 0.00

*%stic :9 A 3.035 0 3.035 0 3.03

-dd 3.1'4 0 3.1'4 0 3.1'

*ve# 2.848 0 2.848 0 2.841>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.00

3 O 4 0.000 0 0.000 0 0.00

4 O 5 0.000 0 0.000 0 0.00

@edist :9 A 2.855 0 2.855 0 2.85

-dd 3.14 0 3.14 0 3.1

*ve# 2.855 0 2.855 0 2.85

1>2>5>' 0.000 0 0.000 0 0.00

2 O 3 0.000 0 0.000 0 0.00

3 O 4 0.000 0 0.000 0 0.00


10/28

*ve# 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C/0

1>2>5>' 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C/0

2 O 3 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C/0

3 O 4 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C/0

4 O 5 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C/0


11/28

Location Spreadsheets to Eurocode 2


1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*


SPAN ) Le$t 6 PL1 6 PL'

*%stic C A 0.00

-dd 0.00 *ve# 0.00 o%di#gs

1>2>5>' 0.00 0.00 0.00 0.00

2 O 3 0.00 0.00 0.00 0.00

3 O 4 0.00 0.00 0.00 0.00

4 O 5 0.00 0.00 0.00 0.00

@edist C A 0.00 0.00 0.00 0.00

-dd 0.00 0.00 0.00 0.00

*ve# 0.00 0.00 0.00 0.00

1>2>5>' 0.00

2 O 3 0.00

3 O 4 0.00

4 O 5 0.00

*%stic :9 A M)+C/0 0 M)+C/0 0 M)+C

-dd M)+C/0 0 M)+C/0 0 M)+C

*ve# M)+C/0 0 M)+C/0 0 M)+C1>2>5>' M)+C/0 0 M)+C/0 0 M)+C

2 O 3 M)+C/0 0 M)+C/0 0 M)+C

3 O 4 M)+C/0 0 M)+C/0 0 M)+C

4 O 5 M)+C/0 0 M)+C/0 0 M)+C

@edist :9 A M)+C/0 0 M)+C/0 0 M)+C

-dd M)+C/0 0 M)+C/0 0 M)+C

*ve# M)+C/0 0 M)+C/0 0 M)+C

1>2>5>' M)+C/0 0 M)+C/0 0 M)+C

2 O 3 M)+C/0 0 M)+C/0 0 M)+C

3 O 4 M)+C/0 0 M)+C/0 0 M)+C

4 O 5 M)+C/0 0 M)+C/0 0 M)+C

*%stic , A 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

-dd 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

*ve# 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C1>2>5>' 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

2 O 3 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

3 O 4 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

4 O 5 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

@edist , A 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

-dd 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

*ve# 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

1>2>5>' 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

2 O 3 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

3 O 4 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

4 O 5 0.00 M)+C/0 0.00 M)+C/0 0.00 M)+C

8UARTER POINT ACTIONS

SPAN 1 SPAN ' SPAN (Mome'ts at 1.25 3.5 1.25 3.5 1.25 3.5 1.2

Shears at 1.25 3.5 1.25 3.5 1.25 3.5 1.2

Mome'ts Mome'ts Mome'ts

-dd 0.00 0.00 '.80 1.50 0.00 0.00 1.

*ve# 0.00 1.2 0.00 0.00 1.50 '.80 0.0

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.0

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.0

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.0

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.0

Shears Shears Shears

-dd 0.00 0.00 13.6 8.55 0.00 0.00 16.

*ve# 0.00 16.02 0.00 0.00 8.55 13.6 0.0

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.0

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.0

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.0

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.0

-dd 0.00 0.00 1.34 11.83 0.00 0.00 22.

*ve# 0.00 22.52 0.00 0.00 11.83 1.34 0.0

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.0

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.0

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.0

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.0

Ftd

Ftd

Ftd

BF BF BF


12/28

SLS ANAL4SIS

.i!e" En" Moment#

SPAN 1 SPAN ' SPAN ( SPAN & SPAN 5 SPAN )

Impo#e" L R L R L R L R L R L R $a't 3.50 3.50 3.50 3.50 0.00 0.00

?D4 '.25 '.25 '.25 '.25 '.25 '.25 '.25 '.25 0.00 0.00 0.00 0.00

P4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M)+C/0 M)+C/0 M)+C/0 M)+C/0

P4 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 M)+C/0 M)+C/0 M)+C/0 M)+C/0

FEM 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 0.00 0.00 0.00 0.00

Moment Di#tri+ution

SUPT 1 SUPT ' SUPT ( SUPT & SUPT 5 SUPT ) SUPT

De" %o" 0.00 20.08 -20.08 13.40 -13.40 20.08 -20.08 0.00 0.00 0.00 0.00 0.00

Impo#e" %o"#

-dd sp%#s 9'.25 '.25 9'.25 '.25 0.00 0.00

'.25 93.13 93.13 3.13 3.13 93.13 93.13 0.00 0.00 0.00 0.00 0.00

91.5' 3.13 1.5' 91.5' 91.5' 1.5' 0.00 91.5' 0.00 0.00 0.00 0.00

1.5' 92.34 92.34 1.5' 1.5' 90.6 90.6 1.5' 0.00 0.00 0.00 0.0091.1 0.6 0.6 91.1 90.38 0.6 0.6 90.38 0.00 0.00 0.00 0.00

1.1 90.6 90.6 0.6 0.6 90.6 90.6 0.38 0.00 0.00 0.00 0.00

90.38 0.58 0.38 90.38 90.38 0.38 0.20 90.38 0.00 0.00 0.00 0.00

0.38 90.48 90.48 0.38 0.38 90.28 90.28 0.38 0.00 0.00 0.00 0.00

90.24 0.20 0.20 90.24 90.15 0.20 0.20 90.15 0.00 0.00 0.00 0.00

0.24 90.20 90.20 0.20 0.20 90.20 90.20 0.15 0.00 0.00 0.00 0.00

90.10 0.12 0.10 90.10 90.10 0.10 0.0 90.10 0.00 0.00 0.00 0.00

0.10 90.11 90.11 0.10 0.10 90.08 90.08 0.10 0.00 0.00 0.00 0.00

90.05 0.05 0.05 90.05 90.04 0.05 0.05 90.04 0.00 0.00 0.00 0.00

0.05 90.05 90.05 0.05 0.05 90.05 90.05 0.04 0.00 0.00 0.00 0.00

Sum 0.00 4.02 -4.02 2.68 -2.68 4.02 -4.02 0.00 0.00 0.00 0.00 0.00

*ve# sp%#s 9'.25 '.25 9'.25 '.25 0.00 0.00

0.00 3.13 3.13 93.13 93.13 3.13 3.13 9'.25 0.00 0.00 0.00 0.00

1.5' 0.00 91.5' 1.5' 1.5' 91.5' 93.13 1.5' 0.00 0.00 0.00 0.00

91.5' 0.6 0.6 91.5' 91.5' 2.34 2.34 91.5' 0.00 0.00 0.00 0.000.38 90.6 90.6 0.38 1.1 90.6 90.6 1.1 0.00 0.00 0.00 0.00

90.38 0.6 0.6 90.6 90.6 0.6 0.6 91.1 0.00 0.00 0.00 0.00

0.38 90.20 90.38 0.38 0.38 90.38 90.58 0.38 0.00 0.00 0.00 0.00

90.38 0.28 0.28 90.38 90.38 0.48 0.48 90.38 0.00 0.00 0.00 0.00

0.15 90.20 90.20 0.15 0.24 90.20 90.20 0.24 0.00 0.00 0.00 0.00

90.15 0.20 0.20 90.20 90.20 0.20 0.20 90.24 0.00 0.00 0.00 0.00

0.10 90.0 90.10 0.10 0.10 90.10 90.12 0.10 0.00 0.00 0.00 0.00

90.10 0.08 0.08 90.10 90.10 0.11 0.11 90.10 0.00 0.00 0.00 0.00

0.04 90.05 90.05 0.04 0.05 90.05 90.05 0.05 0.00 0.00 0.00 0.00

90.04 0.05 0.05 90.05 90.05 0.05 0.05 90.05 0.00 0.00 0.00 0.00

Sum 0.00 4.02 -4.02 2.68 -2.68 4.02 -4.02 0.00 0.00 0.00 0.00 0.00

1>2>5 O ' 9'.25 '.25 9'.25 '.25 0.00 0.00 0.00 0.00

'.25 0.00 0.00 93.13 93.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 3.13 91.5' 0.00 0.00 91.5' 0.00 0.00 0.00 0.00 0.00 0.00

0.00 90.6 90.6 0.00 0.00 0.6 0.6 0.00 0.00 0.00 0.00 0.0090.38 0.00 0.00 90.38 0.38 0.00 0.00 0.38 0.00 0.00 0.00 0.00

0.38 0.00 0.00 0.00 0.00 0.00 0.00 90.38 0.00 0.00 0.00 0.00

0.00 0.20 0.00 0.00 0.00 0.00 90.20 0.00 0.00 0.00 0.00 0.00

0.00 90.10 90.10 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.00 0.00

90.05 0.00 0.00 90.05 0.05 0.00 0.00 0.05 0.00 0.00 0.00 0.00

0.05 0.00 0.00 0.00 0.00 0.00 0.00 90.05 0.00 0.00 0.00 0.00

0.00 0.02 0.00 0.00 0.00 0.00 90.02 0.00 0.00 0.00 0.00 0.00

0.00 90.01 90.01 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00

90.01 0.00 0.00 90.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00

0.01 0.00 0.00 0.00 0.00 0.00 0.00 90.01 0.00 0.00 0.00 0.00


13/28

Sum 0.00 8.70 -8.70 2.68 -2.68 -0.67 0.67 0.00 0.00 0.00 0.00 0.00


14/28

2 O 3 9'.25 '.25 9'.25 '.25

0.00 3.13 3.13 0.00 0.00 93.13 93.13 0.00 0.00 0.00 0.00 0.00

1.5' 0.00 0.00 1.5' 91.5' 0.00 0.00 91.5' 0.00 0.00 0.00 0.00

91.5' 0.00 0.00 0.00 0.00 0.00 0.00 1.5' 0.00 0.00 0.00 0.00

0.00 90.6 0.00 0.00 0.00 0.00 0.6 0.00 0.00 0.00 0.00 0.00

0.00 0.38 0.38 0.00 0.00 90.38 90.38 0.00 0.00 0.00 0.00 0.000.20 0.00 0.00 0.20 90.20 0.00 0.00 90.20 0.00 0.00 0.00 0.00

90.20 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00

0.00 90.10 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00

0.00 0.05 0.05 0.00 0.00 90.05 90.05 0.00 0.00 0.00 0.00 0.00

0.02 0.00 0.00 0.02 90.02 0.00 0.00 90.02 0.00 0.00 0.00 0.00

90.02 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00

0.00 90.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00

0.00 0.01 0.01 0.00 0.00 90.01 90.01 0.00 0.00 0.00 0.00 0.00

Sum 0.00 2.68 -2.68 8.03 -8.03 2.68 -2.68 0.00 0.00 0.00 0.00 0.00

3 O 4 9'.25 '.25 9'.25 '.25

0.00 0.00 0.00 3.13 3.13 0.00 0.00 9'.25 0.00 0.00 0.00 0.00

0.00 0.00 1.5' 0.00 0.00 1.5' 93.13 0.00 0.00 0.00 0.00 0.00

0.00 90.6 90.6 0.00 0.00 0.6 0.6 0.00 0.00 0.00 0.00 0.00

90.38 0.00 0.00 90.38 0.38 0.00 0.00 0.38 0.00 0.00 0.00 0.00

0.38 0.00 0.00 0.00 0.00 0.00 0.00 90.38 0.00 0.00 0.00 0.000.00 0.20 0.00 0.00 0.00 0.00 90.20 0.00 0.00 0.00 0.00 0.00

0.00 90.10 90.10 0.00 0.00 0.10 0.10 0.00 0.00 0.00 0.00 0.00

90.05 0.00 0.00 90.05 0.05 0.00 0.00 0.05 0.00 0.00 0.00 0.00

0.05 0.00 0.00 0.00 0.00 0.00 0.00 90.05 0.00 0.00 0.00 0.00

0.00 0.02 0.00 0.00 0.00 0.00 90.02 0.00 0.00 0.00 0.00 0.00

0.00 90.01 90.01 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00

90.01 0.00 0.00 90.01 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00

0.01 0.00 0.00 0.00 0.00 0.00 0.00 90.01 0.00 0.00 0.00 0.00

Sum 0.00 -0.67 0.67 2.68 -2.68 8.70 -8.70 0.00 0.00 0.00 0.00 0.00

4 O 5 9'.25 '.25 0.00 0.00

0.00 0.00 0.00 0.00 0.00 3.13 3.13 9'.25 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 1.5' 0.00 93.13 1.5' 0.00 0.00 0.00 0.00

0.00 0.00 0.00 90.6 90.6 1.5' 1.5' 91.5' 0.00 0.00 0.00 0.00

0.00 0.00 90.38 0.00 0.6 90.38 90.6 0.6 0.00 0.00 0.00 0.00

0.00 0.20 0.20 90.38 90.38 0.58 0.58 90.6 0.00 0.00 0.00 0.000.10 0.00 90.20 0.10 0.28 90.20 90.38 0.28 0.00 0.00 0.00 0.00

90.10 0.10 0.10 90.20 90.20 0.28 0.28 90.28 0.00 0.00 0.00 0.00

0.05 90.05 90.10 0.05 0.15 90.10 90.15 0.15 0.00 0.00 0.00 0.00

90.05 0.0 0.0 90.10 90.10 0.12 0.12 90.15 0.00 0.00 0.00 0.00

0.04 90.02 90.05 0.04 0.0' 90.05 90.0 0.0' 0.00 0.00 0.00 0.00

90.04 0.04 0.04 90.05 90.05 0.0' 0.0' 90.0' 0.00 0.00 0.00 0.00

0.02 90.02 90.02 0.02 0.03 90.02 90.03 0.03 0.00 0.00 0.00 0.00

90.02 0.02 0.02 90.02 90.02 0.03 0.03 90.03 0.00 0.00 0.00 0.00

Sum 0.00 0.33 -0.33 -1.34 1.34 5.02 -5.02 0.00 0.00 0.00 0.00 0.00


15/28

Support Moment# *N 1880

.u%% SLS 1 ' ( & 5 ) eev%#t

)e%d o%d 0.00 20.06 13.40 20.06 0.00 0.00 0.00 1

A sp%#s 0.00 26.11 16.' 26.11 0.00 0.00 0.00 1

-dd $p%#s 0.00 24.10 1'.06 24.10 0.00 0.00 0.00 1

*ve# $p%#s 0.00 24.10 1'.06 24.10 0.00 0.00 0.00 1

1>2>5>' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

2 O 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

3 O 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

4 O 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0

8u#i Perm


16/28

SLS Lo"in7# Spn 1 Spn ' Spn (

A sp%#s 10.50 0.00 0.00 10.50 0.00 0.00 10.50 0.00 0.00

-dd $p%#s 10.50 0.00 0.00 .50 0.00 0.00 10.50 0.00 0.00

*ve# $p%#s .50 0.00 0.00 10.50 0.00 0.00 .50 0.00 0.00

1>2>5>' 10.50 0.00 0.00 10.50 0.00 0.00 .50 0.00 0.002 O 3 .50 0.00 0.00 10.50 0.00 0.00 10.50 0.00 0.00

3 O 4 .50 0.00 0.00 .50 0.00 0.00 10.50 0.00 0.00

4 O 5 .50 0.00 0.00 .50 0.00 0.00 .50 0.00 0.00

Spn & Spn 5 Spn )

A sp%#s 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-dd $p%#s .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

*ve# $p%#s 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1>2>5>' .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

8P Lo"in7# Spn 1 Spn ' Spn (

A sp%#s 8.30 0.00 0.00 8.30 0.00 0.00 8.30 0.00 0.00

-dd $p%#s 8.30 0.00 0.00 .50 0.00 0.00 8.30 0.00 0.00

*ve# $p%#s .50 0.00 0.00 8.30 0.00 0.00 .50 0.00 0.00

1>2>5>' 8.30 0.00 0.00 8.30 0.00 0.00 .50 0.00 0.00

2 O 3 .50 0.00 0.00 8.30 0.00 0.00 8.30 0.00 0.00

3 O 4 .50 0.00 0.00 .50 0.00 0.00 8.30 0.00 0.00

4 O 5 .50 0.00 0.00 .50 0.00 0.00 .50 0.00 0.00

Spn & Spn 5 Spn )

A sp%#s 8.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

-dd $p%#s .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

*ve# $p%#s 8.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1>2>5>' .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 O 3 .50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3 O 4 8.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4 O 5 8.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


17/28

SPAN 1

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 0.0 94.6 98.0 912.5 915.4 91.' 918.1 920.0 920.3 918.6 916.6 91.0 914.' 911

-dd $p%#s 0.0 95.0 98.4 913.1 91'.2 916.' 920.3 921.4 921.8 921.' 920.6 918.2 91.0 914

*ve# $p%#s 0.0 93.2 9'.0 96.3 910.2 911.' 912.5 912.8 912.8 912.4 911.4 98.8 96.0 95

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 95.0 98.4 913.1 91'.2 916.' 920.3 921.4 921.8 921.' 920.6 918.2 91.0 914

pper bou#d 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.

SPAN '

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 26.1 21.4 15.4 10.0 5.2 1.2 92.3 95.0 9.1 96.' 98.4 98.5 98.0 9

-dd $p%#s 24.1 18.2 14.8 10.8 .5 4.5 2.0 0.0 91.' 92. 93.4 93.5 93.2 92

*ve# $p%#s 24.1 1.5 11.5 '.2 1.5 92.5 95.8 96.' 910.' 912.0 912. 912.6 912.2 911

1>2>5>' 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.

2 O 3 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 0.3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 0.0 92.5 95.8 96.' 910.' 912.0 912. 912.6 912.2 911

pper bou#d 26.1 21.4 15.4 10.8 .5 4.5 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.

SPAN (

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 16.6 13.0 .8 3.4 90.4 93.5 9'.0 9.6 98.0 98.5 98.4 96.' 9.1 95

-dd $p%#s 1'.1 10.2 5.1 0.5 93.3 9'.5 98.1 911.0 912.2 912.6 912. 912.0 910.' 96

*ve# $p%#s 1'.1 12.0 6.4 5.3 2. 0.5 91.2 92.4 93.2 93.5 93.4 92. 91.' 0.

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 93.3 9'.5 98.1 911.0 912.2 912.6 912. 912.0 910.' 96

pper bou#d 16.6 13.0 6.4 5.3 2. 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.SPAN &

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 26.1 20.5 13.5 .2 1.5 93.5 9.8 911.' 914.' 91.0 916.6 918.6 920.3 920

-dd $p%#s 24.1 16.4 13.2 6.5 4.3 0.5 92.6 95. 96.0 98.8 911.4 912.4 912.8 912

*ve# $p%#s 24.1 1'. 8.8 3. 91. 9'.5 910. 914.2 91.0 918.2 920.6 921.' 921.8 921

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 91. 9'.5 910. 914.2 91.0 918.2 920.6 921.' 921.8 921

pper bou#d 26.1 20.5 13.5 6.5 4.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.

SPAN 5

SLS Moment# t '0th point#


18/28

C 0 0 0 0 0 0 0 0 0 0 0 0 0 0

A sp%#s 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.

-dd $p%#s 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.

*ve# $p%#s 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>2>5>' 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.

2 O 3 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 0.3 O 4 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.

4 O 5 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.

o"er bou#d 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.

pper bou#d 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.

SPAN )

C 0 0 0 0 0 0 0 0 0 0 0 0 0 0

A sp%#s 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.

-dd $p%#s 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.

*ve# $p%#s 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>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 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.

pper bou#d 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.

SPAN 1 16.804

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 0.0 94.3 96.0 911.1 913.' 915.' 91'.8 91. 91.8 91.' 91'.' 915.1 913.0 910

-dd $p%#s 0.0 94.4 96.2 911.4 914.1 91'.2 91. 916.' 916.8 916. 91.6 91'.4 914.4 911

*ve# $p%#s 0.0 93.3 9'.2 96.' 910.5 912.0 912.8 913.5 913.5 913.1 912.2 910.6 98.0 9'

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 94.4 96.2 911.4 914.1 91'.2 91. 916.' 916.8 916. 91.6 91'.4 914.4 911

pper bou#d 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.

SPAN ' 10.388

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 24.8 18.0 13.' 6.6 4.' 1.0 92.0 94.4 9'.3 9.' 96.3 96.4 96.0 9'

-dd $p%#s 22.5 1. 13.3 8.4 '.0 3.0 0.' 91.5 93.0 94.1 94. 94.6 94.5 93

*ve# $p%#s 22.5 1'.' 11.3 '.5 2.4 91.2 94.2 9'.' 96.4 98. 910.3 910.4 98.8 96

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 0.0 91.2 94.2 9'.' 96.4 98. 910.3 910.4 98.8 96

pper bou#d 24.8 18.0 13.' 8.4 '.0 3.0 0.' 0.0 0.0 0.0 0.0 0.0 0.0 0.

SPAN ( 10.388

8P Moment# t '0th point#


19/28

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 1'.' 11.5 .0 3.0 90.3 93.1 95.3 9'.8 96.0 96.4 96.3 9.' 9'.3 94.

-dd $p%#s 15.0 8.8 5.3 1.3 92.1 94.8 9.2 96.6 98.8 910.4 910.3 98. 96.4 9'.

*ve# $p%#s 15.0 10.8 .3 4.2 1.5 90. 92.4 93. 94.5 94.6 94. 94.1 93.0 91.

1>2>5>' 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.

2 O 3 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 0.3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 92.1 94.8 9.2 96.6 98.8 910.4 910.3 98. 96.4 9'.

pper bou#d 1'.' 11.5 .3 4.2 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.

SPAN & 16.804

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 2.25 2.5 2.5 3 3.2

A sp%#s 24.8 16.1 11.8 '.3 1.3 93.1 9.0 910.3 913.0 915.1 91'.' 91.' 91.8 91

-dd $p%#s 22.5 1'.8 11.6 .2 3.0 90. 93.8 9'. 98.0 910.6 912.2 913.1 913.5 913

*ve# $p%#s 22.5 15.6 8.6 4.3 90.' 94.8 96. 911.6 914.4 91'.4 91.6 916. 916.8 916

1>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 0.0 0.0 0.0 0.0 90.' 94.8 96. 911.6 914.4 91'.4 91.6 916. 916.8 916

pper bou#d 24.8 16.1 11.8 .2 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.

SPAN 5 0

C 0 0 0 0 0 0 0 0 0 0 0 0 0 0

A sp%#s 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.

-dd $p%#s 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.

*ve# $p%#s 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>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 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.

pper bou#d 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.

SPAN ) 0

C 0 0 0 0 0 0 0 0 0 0 0 0 0 0

A sp%#s 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.-dd $p%#s 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.

*ve# $p%#s 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>2>5>' 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.

2 O 3 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.

3 O 4 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.

4 O 5 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.

o"er bou#d 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.

pper bou#d 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.


20/28



1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##* Dob No K!'25

1rigi'ated from .$$-+;ls v*+# o' $D , 2##-!2#" .$$ )%te; 16959201'

REIN.ORCEMENT DESIGN SPAN ' Top cover 25 to m%i# stee $p%# R 5

!tm cover 25 to m%i# stee R 1'0 E&' e ,i# As R 0.1'B b R 1000 e*uation (9.1)

-ENDING LE.T SPAN RIG*T

, kNm/m 31.' 1.3 24.6 9.+.1.' (')δ 0.650 0.866 1.000

d mm 128.0 128.0 128.0

7m%7 mm 56.1 5.6 .4 ,., (-)

(E 0.1' 0.204 0.20 # #( 0.0583 0.032' 0.04'5

S mm 121.8 122.' 122.' /ig +.,

As b%sic mm²/m 58' 32' 4'5

@esidu% , kNm/m 0.0 0.0 0.0

dE mm 31.0 30.0 31.0

d 9 dE mm 86 88 86

AsE b%sic mm²/m 0 0 0

mm 61.5 60.4 61.0 .+.' (')Act R mm² 6515 8'05 8026 # #

848'' 8'264 8556' e*uation (.1)

As cr%ck mm² 180 183 181 .+.' (')

As #% mm²/m 58' 32' 4'5

$ te#s mm 180 34 243

@ou#d to mm 15 300 225

As prov mm²/m '4' 3 503

*#%#ced by deUectio# 0.00B 0.00B .-.'oggi#g , kNm/m .3

%t 0.25 k R 0.0134 S R 123.50 As R 15

0.00 1.34 0.00 e*uation (6.1)AsE #% mm²/m 203 203 203

$ comp mm 36 36 36

@ou#d to mm 350 350 350

AsE prov mm²/m 224 224 224

S*EAR

35.18 36.81

2.50 2.50 e*uation (6.)C*d kN/m 3'.6 33.3

Ced %t d kN/m 35.4 31.5 6.'.1 ()

B 0.501B 0.282B 0.380B 6.'.' (1)Av mm 0 5000

k 2 2

v@d>c N/mm² 0.'05 0.5'0 e*uation (6.')v*d N/mm² 0.25 0.244

As"/s reF mm 0.0000 0.0000 e*uation (6.)$ reFd mm 0 0

$ m%7 mm 8 8

No M)+C/0 M)+C/0'4' 3 503

DE.LECTION

$$ , R kNm 26.11 12.60 1'.'1 Sls s2eet $$ 7 R mm 43.51 35.13 38.44

N/mm² 10.62 '.05 .03 .' (+)

N/mm² 362.' 280.6 26.0 .-.' (')

B 0.000 0.000 0.000 # #

B 0.4'2 0.252 0.3'0 # #!%se r%tio 62.58 e*uation (.1-)

,od f%ctor 1.0'' .-.' (')Ki#% r%tio 66.030 V 36.'0 Actu%

C*EC=S LE.T SPAN RIG*T

4B stee mm²/m '400 '400 '400 9.'.1.1 (+)dE/7 0.000 0.000 0.000

v@d>m%7 N/mm² 0.302 *rr;520 3.648 *rr;520 0.22 e*uation (6.)Q& , R kNm 24.80 10.40 1'.'1 Sls s2eet

7 1st cr%ck R

As>mi#

σs R

=Ktd R

cot θ L t%# θ

cot θ

ρ

No /m2

σc R

σs R

ρE R

ρ R


21/28

,%7 $ mm 400 400 400 3able .+

Actu% $ mm 15 300 225


22/28



1)E!A3 S145D &$ S4A/ DES5G) to E) 992!: 2##*


LOADING DIAGRAM!e%m 0 20 -2.625

0 0

$upports 0 0 5 5 10 10

92.'25 0 92.'25 0 92.'25 0

)Es 0 0 5 5 5 10 10 10 15

)e%d 0 .5 .5 0 .5 .5 0 .5 .5

+mposed .5 10.5 10.5 .5 10.5 10.5 .5 10.5 10.5

&Es 0 0 0 0 5 5

)e%d 10.5 10.5 10.5 10.5 10.5 10.5

+mposed 10.5 10.5 10.5 10.5 10.5 10.5

MOMENT DIAGRAMS

SPAN 1

C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2 M6e7 all 0 9'.3'5 911.66' 91'.53 920.30' 923.21 925.2' 92'.43 92'.4

M6e7 odd 0 9'.' 912.468 91.433 921.511 924.23 92.0' 926.545 928.15

M6e7 eve' 0 94.0058 9.42'4 910.2'1 912.511 914.1' 915.255 915.48 915.'5

20" 0 0 0 0 0 0 0 0 0

2 = - 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

/eam 0 0 0 0 0 0 0 0 0

M6r7 all 0 9'.'548 912.443 91.3'5 921.42 924.'08 92'.831 926.36' 926.8

M6r7 odd 0 9'.'548 912.443 91.3'5 921.42 924.'08 92'.831 926.36' 926.8

M6r7 eve' 0 93.8631 9.3606 910.183 912.42 914.0'2 915.116 915.568 915.4

20" 0 0 0 0 0 0 0 0 0

2 = - 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

@# ma; 0 0 0 0 0 0 0 0 0

@# mi' 0 94.'44 96.422 912.203 915.056 91.30' 916.84 918.862 920.4

G%i'f ?pper 0 0 0 0 0 0 0 0 0

G%sup ?pper 0 0 0 0 0 0 0 0 0

4ower bou'd 0 9'.'548 912.443 91.3'5 921.42 924.'08 92'.831 926.36' 926.8

?pper bou'd 0 0 0 0 0 0 0 0 0

/eam 0 0 0 0 0 0 0 0 0

SPAN '

4ocal C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2

C 5 5.25 5.5 5.5 ' '.25 '.5 '.5

M6e7 all 3.124 26.23 20.28 13.12 '.8215 1.534 92.8601 9'.'31 98.415

M6e7 odd 31.1 25.021 18.526 14.'21 10.286 '.5'14 3.4086 0.6435 91.13

M6e7 eve' 31.1 22.35 14.4'' .4466 1.2864 93.8655 96.402 911.853 914.'3

20" 0 0 0 0 0 0 0 0 0

2 = - 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

/eam 0 0 0 0 0 0 0 0 0

M6r7 all 31.555 22.863 15.26 6.4368 2.4'' 92.'38 9'.661 910.251 912.5

M6r7 odd 31.555 25.454 18.836 15.006 10.''3 '.8031 3.26 1.138' 90.6'4

M6r7 eve' 31.555 22.62 14.6' .63'1 1.''26 93.'436 96.0636 911.'5 914.3'

20" 0 0 0 0 0 0 0 0 0

2 = - 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@# ma; 25.86 18.81 14.203 10.234 .2068 4.583 2.36'6 0.5804 0

@# mi' 0 0 0 0 0 92.686 95.6618 96.3'4 910.24

G%i'f ?pper 2.31 22.3'2 1.663 13.62 10.331 .2561 4.'541 2.5166 0.652

G%sup ?pper 31.555 25.454 18.836 15.006 10.''3 '.8031 3.26 1.138' 0

4ower bou'd 0 0 0 0 0 93.'436 96.0636 911.'5 914.3'

?pper bou'd 31.555 25.454 18.836 15.006 10.''3 .2561 4.'541 2.5166 0.652

/eam 0 0 0 0 0 0 0 0 0


23/28

SPAN (

4ocal C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2

C 10 10.25 10.5 10.5 11 11.25 11.5 11.5 12

M6e7 all 24.'6 1.153 10.405 4.5231 90.482 94.'405 9.8224 910.336 911.66

M6e7 odd 20.48 13.034 '.1652 0.2032 94.8121 98.1'08 912.543 915.058 91'.0

M6e7 eve' 20.48 15.0' 11.246 .351 4.068 1.36' 90.30' 92.2'16 93.20

20" 0 0 0 0 0 0 0 0 02 = - 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

/eam 0 0 0 0 0 0 0 0 0

M6r7 all 24.'6 1'.65 8.646 3.'68 91.'05 9'.032' 98.583 912.26 914.11

M6r7 odd 20.48 13.05 '.2306 0.21' 94.621 98.04 912.40' 914.688 91'.52

M6r7 eve' 20.48 15.26 11.283 .4434 4.18 1.4888 90.5838 92.1023 93.025

20" 0 0 0 0 0 0 0 0 0

2 = - 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

@# ma; 1.336 12.00 .634 5.1'2' 2.6'15 0.802 0 0 0

@# mi' 0 0 0 0 93.4365 9'.412' 96.602 910.541 911.'8

G%i'f ?pper 21.43' 14.'04 8.8'62 '.842 4.385 2.311' 0.'8'6 0 0

G%sup ?pper 24.'6 1'.65 11.283 .4434 4.18 1.4888 0 0 0

4ower bou'd 0 0 0 0 94.621 98.04 912.40' 914.688 91'.52

?pper bou'd 24.'6 1'.65 11.283 .4434 4.385 2.311' 0.'8'6 0 0

/eam 0 0 0 0 0 0 0 0 0

SPAN &

4ocal C 0 0.25 0.5 0.5 1 1.25 1.5 1.5 2

C 15 15.25 15.5 15.5 1' 1'.25 1'.5 1'.5 1

M6e7 all 3.124 2.035 1.613 8.45 1.8'8 94.'54' 910.411 915.3 918.32

M6e7 odd 31.1 23.864 1.453 11.506 '.146' 1.341 92.6148 9'.416' 98.43

M6e7 eve' 31.1 21.312 12.381 4.33'5 92.6514 98.12 914.'2 918.21' 922.83

20" 0 0 0 0 0 0 0 0 0

2 = - 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

/eam 0 0 0 0 0 0 0 0 0

M6r7 all 31.555 21.45 12.601 4.23 92.46 96.631 914.308 916.818 922.''

M6r7 odd 31.555 24.41 1.6'3 11.68' '.513 1.156 92.48' 9'.1225 98.1'3

M6r7 eve' 31.555 21.45 12.601 4.23 92.46 96.631 914.308 916.818 922.''

20" 0 0 0 0 0 0 0 0 0

2 = - 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

@# ma; 25.86 16.825 12.4'8 6.0556 4.304 0.8'18 0 0 0

@# mi' 0 0 0 0 91.88' 9'.4208 910.238 913.451 91'.05

G%i'f ?pper 2.31 21.481 1'.141 11.2' '.64 2.8041 0 0 0

G%sup ?pper 31.555 24.41 1.6'3 11.68' '.513 1.156 0 0 0

4ower bou'd 0 0 0 0 92.46 96.631 914.308 916.818 922.''

?pper bou'd 31.555 24.41 1.6'3 11.68' '.64 2.8041 0 0 0

/eam 0 0 0 0 0 0 0 0 0

SPAN 5

4ocal C 0 0 0 0 0 0 0 0 0

C 20 20 20 20 20 20 20 20 20

M6e7 all 0 0 0 0 0 0 0 0 0

M6e7 odd 0 0 0 0 0 0 0 0 0

M6e7 eve' 0 0 0 0 0 0 0 0 0

20" 0 0 0 0 0 0 0 0 0

2 = - 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/eam 0 0 0 0 0 0 0 0 0

M6r7 all 0 0 0 0 0 0 0 0 0

M6r7 odd 0 0 0 0 0 0 0 0 0

M6r7 eve' 0 0 0 0 0 0 0 0 0

20" 0 0 0 0 0 0 0 0 0

2 = - 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


24/28

/eam 0 0 0 0 0 0 0 0 0


25/28

S*EAR .ORCE DIAGRAMSALL CASES SPAN 1

4ocal C 0 0 0 0 0 0 5 0 0

C 0 0 0 0 0 0 5 5 5

6e7 all 0 2.238 2.238 2.238 2.238 2.238 942.068 3.135 3.135

6e7 odd 0 26.444 26.444 26.444 26.444 26.444 940.664 25.464 25.464

6e7 eve' 0 1.184 1.184 1.184 1.184 1.184 928.'34 3'.34 3'.3420" 0 0 0 0 0 0 0 0 0

2 = - 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

6r7 all 0 26.353 26.353 26.353 26.353 26.353 940.85 3'.022 3'.022

6r7 odd 0 26.353 26.353 26.353 26.353 26.353 940.85 25.55 25.55

6r7 eve' 0 1.103 1.103 1.103 1.103 1.103 928.25 3'.625 3'.625

20" 0 0 0 0 0 0 0 0 0

2 = - 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

SELECTED CASES

6e7 all 0 2.238 2.238 2.238 2.238 2.238 942.068 3.135 3.135

6e7 odd 0 26.444 26.444 26.444 26.444 26.444 940.664 25.464 25.464

6e7 eve' 0 1.184 1.184 1.184 1.184 1.184 928.'34 3'.34 3'.34

20" 0 0 0 0 0 0 0 0 0

2 = - 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

6r7 all 0 26.353 26.353 26.353 26.353 26.353 940.85 3'.022 3'.022

6r7 odd 0 26.353 26.353 26.353 26.353 26.353 940.85 25.55 25.55

6r7 eve' 0 1.103 1.103 1.103 1.103 1.103 928.25 3'.625 3'.625

20" 0 0 0 0 0 0 0 0 0

2 = - 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

4ower bou'd 0 0 0 0 0 0 940.85 0 0 ?pper bou'd 0 26.353 26.353 26.353 26.353 26.353 0 3'.625 3'.625

/eam 0 0 0 0 0 0 0 0 0

GRIDS 5 5 10 10 15 15

928.16 3.124 928.15 3.124 928.15 3.124


26/28

National Annex valuesEC' Re$ .unction V%ue

T%be 2.2 1.5 concrete 34L5 4$*$ 5N$++)

T%be 2.2 1.15 steel )"ei#g 0. 0.5 0.3

3.1.' 1& 0.65 strengt2 actor # 4e!ure -Wce 0. 0.5 0.3

3.1.' 1& 1.00 strengt2 actor # s2ear ro"ds 0. 0. 0.'5.1.2 1& Patter' loadi'g b $oppi#g 0. 0. 0.'

5.54 0.4 redistribution actor $tor%ge 1 0.8 0.6

9 R 9 1 a(b5cecu') Tr%WcXR30kN 0. 0. 0.'

9 R 9 0.' # # Tr%Wc> 30 to 1'0kN 0. 0.5 0.3

9 R 9 0.0014 # # @oofs 0 0 0

9 R 9 0.4 redistribution actor $#o" 0.5 0.2 0

9 R 9 1 a(b5cecu')

9 R 9 0.' # # 34L5 ,*%N

9 R 9 0.0014 # # 0 0

9 R 9 0. redistribution actor 1 1

9 R 9 0.6 redistribution actor 2 1.+

'.2.2 1 $&dc 0.16 basic s2ear stress 3 1.,

9 R 9 0.035 4 1.'

'.2.32 cotmi'ma; 1 2.5 5 0.-

'.2.33 1

.25 1 "a! steel stress

T%be .4N 1., li"it to "odifcation actor

T%be .4N %r%cteristic o%d combi#%tio#

8.3.1.1 3 400 250

9 R 9 ! H ! 3 2

8.3.1.1 3 450 400

9 R 9 ! H ! 3.5 3

*N 1880 1.35 dead load actor

*N 1880 1 dead load actor

*N 1880 1.5 i"osed load actor *N 1880 Allow "+#a = bI Hes loading e*uations

*N 1880 J 0.825

Kc

>0

>1

>'

Ks

Lcc

Lcc

a alt5ad78 b alt5ull

%

%2 a

%2 b

%2 c

%-

%* a

%* b

%* c

%0

%"

vmi' ! k +' ck 1'

"a!"in strut angle

Lc or d"a!

%-

Ma; -#s

Sma6 slabs MA5) D "a! slab sacing P

D or ! 2 P

Sma6 slabs D5S. D "a! slab sacing P

D or ! 2 P

KGsup

KGi'f

KN

%k "odifcation actor

Characteristi


27/28

Lo"in7 e?ution #e%ection 0.

CODE U= Spn 1 ' ( & 5 )

1.5 1.5 Gk 3.5 3.5 3.5 3.5 0 0

1.15 1.15 %r%cteris 15 15 15 15 0 0

1 0.65 '.10% ''.35 ''.35 ''.35 ''.35 0 0 2'5.5 )e%d 1.2466

1 1 '.10b '8.326 '8.326 '8.326 '8.326 0 0 2.31 +mposed 1.5

% b ecks 0 0 0 0 0 0 0

0.44 0.4 !$ *N 1880; '.10b

1.25 1 .

0.' 0.4 0.'

0.0014 0.4 0.0014

0.54 0.3 0.4 Qu%si9perm%#e#t

0.44 0.4 %r%cteristic

1.25 0 1 0 %r%cteristic

0.' 1 0.' 1 $$

0. 1.3 1.3

0.6 1.5 1.5

0.16 1.2 0.16 1.2

0.035 0.0351 2.5 1 2.5

1 1

0.6 1

400 250 400 250

3 2 3 2

450 400 450 400

3.5 3 3.5 3

1.35 1.35

1 1

1.5 1.5

Hes Hes

0.65 0.825

Y0 R


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Disclaimer

Status of spreadsheet

Public release version

Date Version Action

15-Mar-10 TCC31 v4.0 Updated to revised National Annex. 2205

27-Aug-07 TCC31 v3.4 2112

-Ma!-07 TCC31 v3.3 "ix #$en #$ole o% an internal span $ogs. 2110

21-Nov-0& TCC31 v3.2 '(prove(ent to As en$an)e(ent (et$od %or de%le)tion )ontrol. 2122

2-*ep-0& TCC31 v3.1 +ein%or)e(ent t!pe )orre)ted on *,AN* span 2 and e!ond/. 2117

2-un-0& TCC31 v3.0 v3 release. ,age nos User uide and registration details a(ended. 2500

24-Apr-0& TCC31 v1.2 edug o% ga((a (a)ro. 2134

11-Mar-0& TCC31 v1.1 2133

10-Ma!-05 TCC31 v1.0 213&

10-e)-04 +CCen31 611 Use o% reverse support (o(ents and s$ears added. 155&

21-)t-04 +CCen31 610 89 )$anged to 0.3 (( t( and 0.4 (( top. 1550

4-*ep-03 +CCen31 6 Corre)tion to redistriution %or ad:a)ent spans loaded )ases. 154

2&-un-03 +CCen31 6 Corre)tion to x-ar et#een point loads 154

23-an-03 +CCen31 67 *,AN* print (a)ro )orre)ted. ;ersion re%eren)ed on ea)$ s$eet. 1544

3-an-03 +CCen31 6& 1542

2-an-02 +CCen31 65 150

1-un-01 +CCen31 64

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