Deep Beam 001 BAEL

7/25/2019 Deep Beam 001 BAEL

http://slidepdf.com/reader/full/deep-beam-001-bael 1/4

1 Level:

• Name Standard Level

• Storey level - lower 2,50 (m)

• Fire rating 0 h

• Cracking permii!le

• "#po$re mild

2 Deep beam: Deep beam1 Number: 1

2.1 Material properties:

• Concrete % &c2' 25,00 (*a) +enity 250,. (k/m)

• Longit$dinal rein&orcement % type 15001 &e 500,00 (*a)

• ranveral rein&orcement % type 15001 &e 500,00 (*a)

2.2 Geometry:

Span *oition L3$pp3 L 43$pp3(m) (m) (m)

P1 Span 0,40 7,00 0,40Section % 0,0 # 500,0 (cm)Calc$lation pan length % Lo ,60 (m)inim$m ection width % ! ., (cm)

P2 i!"t #antilever 0,40 2,00 $$$$Section % 0,0 # 500,0 (cm)Calc$lation pan length % Lo 2,20 (m)inim$m ection width % ! 6,2 (cm)

2.% &al#ulation options:

• Calc$lation according to 17"L 8 mod3 88

• *recat inet preent no

• Lateral inet preent no

• Cover 0,0 (m)

2.4 Loa's:

2363 Contin$o$%ype Nat$re Lit 7pply to 90 *:0 9 *: 92

*:2

(cm) (m) (kNm) (m) (kNm) (m)(kNm)

el&-weight dead load -2 0,0 - - - - --

$ni&orm dead load 500,0 - 25,25 - - --



$ni&orm dead load 2 500,0 - .5,'5 - - --

$ni&orm Live 500,0 - 55,'5 - - --

$ni&orm Live 2 500,0 - 25,0 - - --

23632 Concentrated%ype Nat$re Lit 7pply to 9 F: y n 92

(cm) (m) (kN) (kN;m) (m)concentrated &orce dead load 500,0 , 255,.' - 2 6,..concentrated &orce Live 500,0 , .5,2 - 2 6,..concentrated &orce dead load 2 500,0 2,20 .,2 - 0,00concentrated &orce dead load 2 500,0 2,20 25,25 - 0,00

2.( &al#ulation results:

2.(.1 )nternal *or#es in +LS

Span t g d <g <d <mg <md(kN;m) (kN;m) (kN;m) (kN) (kN) (kN) (kN)

* 228,. 0,00 -55,. 2',2' -8',5 2',2' -8',5

*2 0,00 -55,. 0,00 06,8 0,00 06,8 0,00

2.(.2 )nternal *or#es in SLS

Span t g d <g <d <mg <md(kN;m) (kN;m) (kN;m) (kN) (kN) (kN) (kN)

* .2,0 0,00 -6.,88 2','' -626, 2','' -626,*2 0,00 -6.,88 0,00 ..,0 0,00 ..,0 0,00

2.(.4 ein*or#ement area:Sym!ol% re=$ired area provi'e' area (otal &or !oth ide)

ain rein&orcement%

Span Span Le&t $pport 4ight $pport(cm2) (cm2) (cm2)

* ,58 > %-,1 2,02 > 1%,(7 2,02 > 1%,(7*2 ,20 > %-,1 2,05 > 1%,(7 0,00 > 1%,(7

+itri!$ted rein&orcement - hori:ontal%

Span Lower :one ?pper :one @one over L(cm2m) (cm2m) (cm2m)

* .,' > 7,2- 6,'0 > (,0% 0,00 > 0,00*2 , > 4,42 , > %,/7 , > 0,00

+itri!$ted rein&orcement - vertical%

Span (cm2m)

* .,'. > 11,/-*2 6,'0 > /,%2

2.(.( an!e o* rein*or#ement ones

ain rein&orcement%

Span Span S$pport(m) (m)



* 0,00 to 0,5 6,50 to 5,00*2 0,00 to 0, 6,50 to 5,00

+itri!$ted rein&orcement - hori:ontal%

Span Lower :one ?pper :one @one over L(m) (m) (m)

* 0,5 to 2,5 2,5 to 6,50 5,00 to 5,00

*2 0, to ,2 ,2 to ,8' 5,00 to 5,00

2.- ein*or#ement:

2.-.1 P1 : Span *rom 0,40 to 7,40 mMain rein*or#ement:

• !ottom ' 15001 . e 0,6 (m)

• top 2 15001 2 e 0,5 (m)

Distribute' rein*or#ement $ "oriontal:

• Lower :one 2' 15001 ' e 0,5 (m)

• ?pper :one . 15001 ' e 0,20 (m)

• ? !ar 2 15001 ' e ;0,5 A 2;0,5 A ';0,20 (m)

Distribute' rein*or#ement $ verti#al:

• vertical .6 15001 ' e ;-0,' A ;6,8. (m)

.6 15001 ' e ;-0,5 (m)2 15001 ' e ;6,5 (m)

2.-.2 P2 : i!"t #antilever *rom 7,/0 to ,/0 mMain rein*or#ement:

• !ottom ' 15001 . e 0,0. (m)

Distribute' rein*or#ement $ "oriontal:

• Lower :one ' 15001 ' e 0,2. (m)

• ?pper :one . 15001 ' e 0,2. (m)

• ? !ar 5 15001 ' e ;-,20 A ;0,2. A ;0,05 A

;0,5 A ;0,0. A ;0,08 A ;0,5 A ;0,02 A 2;0, A ;0,02 A ;0,5 A ;0,08 A ;0,0. A ;0,5 A;0,05 A ;0,0 A ;0,5 A ;0,0 A ;0,6 A ;0,2 A ;0,0 A ;0,20 A ;0,0 A ;0, A ;0,08 A;0, A ;0,5 A ;0,05 A ;0,20 A ;0,0 A ;0,8 A ;0,0 A 2;0, A ;0,0 A ;0,8 (m)

Distribute' rein*or#ement $ verti#al:

• vertical 2 15001 ' e ;-,' A ;6,8. (m)

2 15001 ' e ;-,5 (m). 15001 ' e ;-2,' (m)



% Material survey:

• Concrete vol$me 6,0 (m)

• Formwork 88,' (m2)

• Steel 15001

• otal weight '5, (k/)

• +enity 5',2 (k/m)

• 7verage diameter 8,2 (mm)

• S$rvey according to diameter%

+iameter Length Beight(m) (k/)

' 22, 6',62 .,'' 0,'0

. 6,26 25,0

Deep Beam 001 BAEL

Documents

Transcript of Deep Beam 001 BAEL