SlabEstimatorV100-3

8/18/2019 SlabEstimatorV100-3

1/44

Sheet : 1 of 44

Ref. : BD-Demo

Calculations: By : RAB

Date : 12/04/16

Checked : 0

Demo

Version 1.00 - 1/0!/2006

Co"yri#ht$ 2006 B%&&'eDeck () *td - +o %na%torised co"yin# or distri&%tion

Project ref: BD-Demo

Project title: Demo

Date: 12/04/16

Calcs by: RAB

Cec!e" by:

#ummary:

,/A s'a& de"th 2!0

*on# s"an * !.00

Short s"an *y !.000

S'a& %nits are "ara''e' to 'on# s"an.

S'a& does not s%""ort &ritt'e finishes.

S'a& is s%""orted on co'%ns on'y

*on# ed#es are not 'oaded and short ed#es are not 'oaded

here re%ired3 'on# ed#e &ars are f%'' de"th and short ed#e &ars are f%'' de"th

here re%ired3 'on# co'. stri" &ars are f%'' de"th and short co'. stri" &ars are f%'' de"th

%'' r %sed in &otto -direction 5+o end s"'ice

S"'ice r %sed in &otto y-direction 57d#e s"'ice re%ired

S"'ice r %sed in to" -direction

S"'ice r %sed in to" y-direction

8here are no discontin%o%s short ed#es and there are no "artia''y contin%o%s short ed#es

8here are no discontin%o%s 'on# ed#es and there are no "artia''y contin%o%s 'on# ed#es

'oor 'oad red%ction a""'ied to shear "erieters o%tside 9d.

90 "a

00 "a

in co;er to stee' 2

in co;er to &a'' 20

8o" stee' re%ires no additona' s"acers

(nit days

A#e for 'on# ter S*S 5?%asi "eranent condition 0 years

f ck

f yk


2/44

Sheet : 2 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Res%'t: (*S S*S

* *y * *y+o ed#e or 'ine 'oads $%A&'() $%A&'() $%A&'() $%A&'()

ith ed#e 'oads */A */A */A */A

ith co'%n 'ine 'oads */A */A */A */A

Release note: %ersion 1+00

@re'iinary s'a& estiator for B%&&'eDeck s'a&s. 1/0!/2006

8his is for %se on'y as a estiation %ti'ity and the ca'c%'ations are a""roiate.

Cec! all results an" "o not use tis utility for final "esi,n+

8hese ca'c%'ations are &ased on ethods and data set o%t in 7C2:2004

eat%res not yet i"'eented: Crackin#3 s%""ort on &eas or


3/44

Sheet : 9 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


4/44

Sheet : 4 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Version 1.00 - 1/0!/2006

8his


5/44

Sheet : of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


6/44

Sheet : 6 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

+ote: ind considered ne#'i#i&'e on RC s'a&s for nora' a""'icationsI

eneral 'D&:

@eranent "osed 8ota'

5k@a 5k@a 5k@a

S'a& $%A&'() JVA*(7K .0L

0.00

0.00

0.00

Ser;ices 0+2. 0.2

inishes 0+. 0.>@artitions 1+00 1.00

"osed +.0 9.0

JVA*(7K 4.0 JVA*(7K k@a

(",e loa": @eranent "osed 8ota'

5k@a 5k@a 5k@a

1+.0 1.0

0.00

0.00

0.000.00

1.0 0.00 1.0 k@a

Fei#ht 9 4.0 0.00 4.0 k+/

&ine loa": @eranent "osed 8ota'

5k@a 5k@a 5k@a

4+00 4.00

0.00

0.00

0.00

0.00

4.00 0.00 4.00 k@a

Fei#ht 9 12.00 0.00 12.00 k+/

'sa,e cate,ory:

B ,ffice

0.> 0. 0.9

able A1+1 B# (* 10:2002

Cate#ory:

#V#LU#! A Doestic3 residentia' 0.> 0. 0.9#V#LU#! B ,ffice 0.> 0. 0.9

#V#LU#! C Con#re#ation 0.> 0.> 0.6

#V#LU#! D Sho""in# 0.> 0.> 0.6

#V#LU#! 7 Stora#e 1.0 0. 0.!

ψ 0

ψ 1

ψ 2

ψ 0

ψ 1

ψ 2

B


7/44

Sheet : > of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

#V#LU#! 8raffic M90k+ 0.> 0.> 0.6

#V#LU#! 8raffic N90k+3 M160k+ 0.> 0. 0.9#V#LU#! F Roofs 0.0 0.0 0.0

#V#LU#! S1 Sno< - 3 3 +3 S 0.> 0. 0.2

#V#LU#! S2 Sno< - 7(N1000 0.> 0. 0.2

#V#LU#! S9 Sno< - 7(M1000 0. 0.2 0.0

#V#LU#! ind 0.6 0.2 0.0

#V#LU#! 8 8e"erat%re 0.6 0. 0.0

Combinations:

1 1.9 1.

5k@a 5k+/ 5k+/

' 1.9 1.0 JVA*(7K 6.1 16.2

1.00 1.00 JVA*(7K 4. 12.0

1.00 1.00 JVA*(7K 4. 12.0

1.00 1.00 JVA*(7K 4. 12.0

3 1.00 1.00 JVA*(7K 4. 12.0

γ #3inf

γ #3s%"

γ

γ #

γ

<1

<2

<9

#car

#fre

#-5erm


8/44

Sheet : ! of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Bubble"ec! slab 5ro5erties - 1st 3loor: (C2 esion

#electe" slab:

h 270

#elect o/a tic!ness & 1000 %nit stri"

0 fi'i#ree

0+18 *iitin#

#elect ,ir"er ei,t in. co;er 0 5&t for checks

0 5to" for checks

#elect ,ir"er bar Standard #irder 1!0

in. #irder de"th ad;ised 1>0

#elect ,ir"er 9eb a. #irder de"th ad;ised 240

ir"er 9itin recommen"e" ran,e

#elect concrete Conc. Density 2.0 k#/O

#elect steel ,ra"e Stee' Density 7.0 k#/O

A''o< stee' est. 2 k#/P for


9/44

Sheet : of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

200000 @a JVA*(7K

JVA*(7K

#5lice steel:

00 @a ,ther "ro"erties as ain stee'.

1.1

49 @a

964 P

0.0220

;ey:

7s ε

%k

ε%d

f yk

γ s

f yd

As3in

ε%k

Botto ain

8o" ain

8o" secondary

Co'%n =one stee'

Co'%n =one stee'

irder


10/44

Sheet : 10 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

oernin, "imensions:

22. mm

2.0 mm

irder hei#ht o;era'' 170 mm irder hei#h

+o. of #irder &otto &ars 1 "er #irder

+o. of #irder to" &ars 1 "er #irder

+o. of #irder


11/44

Sheet : 11 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

+ote: 7ffecti;e de"th of %nit stee'


12/44

Sheet : 12 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Bottom steel 5osition:

%-direction:

Q a d

5 5 5 5P 5 5O

12 12 41 0 29 216242

0 20 9 0 24 0

! 600 9 !4 241 2010

12 41 ! 29 296492 $%A&'()

JVA*(7K 0.0041 $%A&'()

;-direction:

Q a d

5 5 5 5P 5 5O10 12 90 62! 20 1>0!0

0 20 9 0 24 0 $%A&'()

10 90 62! 20 1>0!0 Secondary rn

JVA*(7K 0.002 $%A&'()

o5 steel 5osition:

%-direction:

Q a d

5 5 5 5P 5 5O

6 12 6 226 224 066!

0 20 0 221 0

! 600 6 !4 211 1>6>>> 60 910 220 6!944 $%A&'()

JVA*(7K 0.0014 $%A&'()

;-direction:

Q a d

5 5 5 5P 5 5O

6 12 226 221 4!

0 20 0 221 0 $%A&'()

6 226 221 4! Secondary rn

JVA*(7K 0.0010 $%A&'()

#5lices:

Q a d

5 5 5 5P 5 5O

Bottom:

%-dir: 12 20 ! 42 11 !6406

;-dir: 12 12 >> 0 209 1!96>0

o5:

%-dir: 12 12 9 0 22> 209!

;-dir: 10 12 42 62! 29! 1440

oent of resistance ca'c%'ation ;a'idity checked &y estiatin# "ro"ortiona' R in

&a'' =one3 ;i=--;is: Va'id


13/44

Sheet : 19 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Resistance of units:

m > $%A&'() m > $%A&'() m? > $%A&'() m? > $%A&'()

@/" > $%A&'() @/" > $%A&'() @/" > $%A&'() @/" > $%A&'() $%A&'()

=/d JVA*(7K =/d JVA*(7K =/d JVA*(7K =/d JVA*(7K

c/t JVA*(7K c/t JVA*(7K c/t JVA*(7K c/t JVA*(7K

JVA*(7K JVA*(7K JVA*(7K JVA*(7K

JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

@ > $%A&'() @ > $%A&'() @ > $%A&'() @ > $%A&'() $%A&'()


Resistance of s5lices:

$%A&'() $%A&'() $%A&'() $%A&'()

@/" > $%A&'() @/" > $%A&'() @/" > $%A&'() @/" > $%A&'() $%A&'()

=/d JVA*(7K =/d JVA*(7K =/d JVA*(7K =/d JVA*(7K

c/t JVA*(7K c/t JVA*(7K c/t JVA*(7K c/t JVA*(7K



@ > $%A&'() @ > $%A&'() @ > $%A&'() @ > $%A&'() $%A&'()


'nit R #5lice R

$%A&'() $%A&'() $%A&'() $%A&'()

+ote: f %nits in one 'en#th %-direction - &otto s"'ices n/a.

8o" or &otto o5 reinforceent effecti;e

Column =one: +B: +A in &%&&'es does not atter

if this a""'ies to so'id =one on'y

%-direction:

7ffecti;e Q a d

5 5 5 5P 5 5O

1 16 20 1 !04 22 1!41>9

1 16 20 1 !04 22 1!41>9

0 6 12 6 0 224 0

0 0 20 0 221 0

0 ! 600 6 0 211 0

16 1 160! 22 96!94

0.00> $%A&'()

one 64>

0.00> $%A&'()

one $%A&'() @/" > $%A&'()

=/d JVA*(7K =/d JVA*(7K

εc εc εc εc εs εs εs εs

µsds

µsds

µsds

µsds

mu > m

> m?

u > m?

>

εc εc εc εc εs εs εs εs

µsds

µsds

µsds

µsds

ceff

As

Asd

A;#/Σ:ρ

*B: is 9i"t is controlle" by 5erimeter uBD2

- see belo9+

ceff

As

Asd

A;#/Σ:ρ

*B: is 9i"t is controlle" by 5erimeter uBD2

- see belo9+


14/44

Sheet : 14 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

c/t JVA*(7K c/t JVA*(7K

JVA*(7K JVA*(7K

JVA*(7K JVA*(7K

@ > $%A&'() @ > $%A&'() mm +B: 8his =one so'id. $%A&'()

JVA*(7K JVA*(7K

m? > $%A&'() m? > $%A&'() !*m

ir"ers: r 2!.0

JVA*(7K

,;era'' hei#ht 1!0 JVA*(7K

Botto &ar diaeter ! JVA*(7K

8o" &ar diaeter ! y JVA*(7K

irder


15/44

Sheet : 1 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

1.6> 0.00


16/44

Sheet : 16 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

$%A&'() Pa JVA*(7K $%A&'()

JVA*(7K irders c%t &y "erieter 20

9! P 201 P

JVA*(7K P 4020

JVA*(7K a;era#e JVA*(7K a;era# $%A&'()

69 0 T

JVA*(7K Conc

JVA*(7K irder

JVA*(7K Shear rnft.

$%A&'() Pa JVA*(7K $%A&'()

a/d a @osition

5 5 5 5 5 5P

2+. 646 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

V JVA*(7K k+

$%A&'() Pa JVA*(7K $%A&'()

JVA*(7K irders c%t &y "erieter 0

9! P 60 P

JVA*(7K P 9000

JVA*(7K a;era#e JVA*(7K a;era# $%A&'()

69 0 T

JVA*(7K Conc

JVA*(7K irder

JVA*(7K Shear rnft.

$%A&'() Pa JVA*(7K $%A&'()

a/d a @osition

5 5 5 5 5 5P

10+. 246! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

. V JVA*(7K k+$%A&'() Pa JVA*(7K $%A&'()

JVA*(7K irders c%t &y "erieter

9! P

JVA*(7K P

JVA*(7K a;era#e $%A&'()

69

JVA*(7K Conc

JVA*(7K irder

0.00 Shear rnft.

$%A&'() Pa JVA*(7K $%A&'()

(D1

>

ns

ns

#ear at bubble interface 5erimeter base" on steel outsi"e column =one - uBD2

:


17/44

Sheet : 1> of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

a/d a @osition

5 5 5 5 5 5P

10+. 246! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

V JVA*(7K k+

$%A&'() Pa JVA*(7K $%A&'()

JVA*(7K irders c%t &y "erieter

9! P

JVA*(7K P

JVA*(7K a;era#e $%A&'()

69

JVA*(7K Conc

JVA*(7K irder

0.00 Shear rnft.

$%A&'() Pa JVA*(7K $%A&'()

&on,itu"inal sear:

Ba'' e&edent 0

Ba'' e&edent

A;era#e contact 9 P/P @ro"ortion: 6L

JVA*(7K P/P

JVA*(7K JVA*(7K

c 0.96

0.60

0.00 @a

JVA*(7K @a

A;#. concrete resistance JVA*(7K @a

riction co"onent 0.00 @a

A;#. stee' resistance JVA*(7K @a

8ota' resistance $%A&'() @a

%0

%i

&%

&;

A1

(Di

>

ns


18/44

Sheet : 1! of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

ime "e5en"ent 5ro5erties: 5A""roiate L

Re'ati;e h%idity in ser;ice: RF .0 L

0.0

De#ree of restraint 0+. 57stiate - 1Fi#h3 0*o1

S'a& se'f


19/44

Sheet : 1 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Critical loa"in,: Additona' sta#es ay &e inserted.

t )

5days 5k@a 5k@a 5"a 5"a

Strike 9 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

'oor a&o;e JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

Stike a&o;e ! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

1st @er 'oad 14 U1.00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K

Reainin# "er. 2! U1.00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K

1st i"osed 'oad 6 U1.0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K

Reainin# i". 1!20 U2.4 JVA*(7K JVA*(7K JVA*(7K JVA*(7K

in JVA*(7K

at JVA*(7K days

JVA*(7K k@a

Bee&y: JVA*(7KJVA*(7K

JVA*(7K

0+.

7stiated ser;ice oent at crit ica' a#e JVA*(7K days

JVA*(7K JVA*(7K k@a JVA*(7K

!0L

JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K






7stiated ser;ice oent at a#e 2! days

Ser;ice 'oad for 2! days JVA*(7K k@a

Distribution factor at t>27:

!0L

JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K






7stiated ser;ice oent at a#e 1!20 days

Ser;ice 'oad for 1!20 days JVA*(7K k@a

Distribution factor at t>:

!0L



∆ f ct f ct3t5f

ct3t/√β

crit

5


20/44

Sheet : 20 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7KJVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


ransforme" section 5ro5erties:

Section: h 2!0 & 1000

1+7(E0 ... this is for the entire si"'e cross section.

Co"arisson 5a if use" 9it F,

cc3a;#

ct3a;#

5t2!

5t2!

5t8

5t8

75t2!

75t8

cr5t2!

cr5t8

4

/ 4

/


21/44

Sheet : 21 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

$%A&'() $%A&'()

;-direction: 90

nertia +A de"th nertia +A de"th Stiffness Stiffness Crack t. Crack t.

+P/ +P/ k+/ k+/

0L 0L !0L !0L

(ncracked JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

Cracked JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

(ffectie $%A&'() $%A&'() $%A&'() $%A&'()

$%A&'() $%A&'()

3or tension in to5 #5lice 5osition: 5+B: diensions fro &otto

%-direction: 41

9


+P/ +P/ k+/ k+/

0L 0L !0L !0L


Cracked JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

(ffectie $%A&'() $%A&'() $%A&'() $%A&'()

$%A&'() $%A&'()

;-direction: 90

42


+P/ +P/ k+/ k+/

0L 0L !0L !0L


Cracked JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K(ffectie $%A&'() $%A&'() $%A&'() $%A&'()

$%A&'() $%A&'()

(eff

> 5a if use" 9it F,

cc3a;#

ct3a;#

5t2!

5t2!

5t8

5t8

75t2!

75t8

cr5t2!

cr5t8

4/ 4/

(eff

> 5a if use" 9it F,

cc3a;#

ct3a;#

5t2!

5t2!

5t8

5t8

75t2!

75t8

cr5t2!

cr5t8

4/ 4/

(eff

> 5a if use" 9it F,

cc3a;#

ct3a;#

5t2!

5t2!

5t8

5t8

75t2!

75t8

cr5t2!

cr5t8

4/ 4/

(eff

> 5a if use" 9it F,


22/44

Sheet : 22 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Crac!in,: (nder de;e'o"ent fro "re;io%s 7C2 to c%rrent - D, +,8 (S7

ini% stee' re%ired: 7C2:4.4.2.2.@52

k 0.! 0.4

100L 00 @a

%-&t %-to" ;-&t ;-to"

JVA*(7K JVA*(7K JVA*(7K JVA*(7K P


JVA*(7K JVA*(7K JVA*(7K JVA*(7K 57C2:@art 4:7n.4.1!4


Crack


23/44

Sheet : 29 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


JVA*(7K JVA*(7K JVA*(7K JVA*(7KShrinka#e crackin#:

JVA*(7K JVA*(7K JVA*(7K JVA*(7K @a



= 0 0 0 0


JVA*(7K JVA*(7K JVA*(7K JVA*(7K 57C2:@art 4:7n.A106.1


8ota' crackin#:

$%A&'() $%A&'() $%A&'() $%A&'() mm




29 220 20 221




11.> 6. 10.0 6.0

Crackin# d%e to 'oadin#:







Shrinka#e c%r;at%re:








Shrinka#e crackin#:




= 0 0 0 0

40.! . 90.0 .0

JVA*(7K JVA*(7K JVA*(7K JVA*(7K 57C2:@art 4:7n.A106.1


8ota' crackin#:

$%A&'() $%A&'() $%A&'() $%A&'() mm

1/r cs

εss

sr

0 U 0.2.k1.k

2.Q/ρ

r

εsc

εcs

Uεa;#

=c

εa=

<k

9!tot >

At time t>t0:

S*S stress3 σs

S*S stress3 σsr

da;#

hc =

Ac =

ρr

Qa;#

εs3X ε

sXX

ζ ε

s

sr

0 U 0.2.k1.k

2.Q/ρ

r

<k β.s

r.ε

s

1st oent of stee'3 SX

1st oent of stee'3 SXX

1/r cs3X

1/r cs3XX

ζ 1/r

cs

εss

sr

0 U 0.2.k1.k

2.Q/ρ

r

εsc

εcs

Uεa;#

=c

εa=

<k3tot

9!tot >


24/44

Sheet : 24 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Gei,t of unit reinforcement:

8o" Botto

C%rtai'ent of additona' &ars as "ro"ortion of 'en#th 1008 1008 5%

C%rtai'ent of additona' &ars as "ro"ortion of .1 4.

8o" esh: 1.! 1.!

irder &ars3 &otto: 0.>

irder &ars3 to": 0.>

irder


25/44

Sheet : 2 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

A55ro@imate" analysis of 5anel fle@ure:

reater s"an 'en#th3 *: 7+.00 5+o end s"'ice

*esser s"an 'en#th3 *y: 7+000 57d#e s"'ice re%ired

Britt'e finishes: 0

(-direction "ara''e' to Y-direction: 1

S%""ort on co'%ns on'y: 1 58his ;ersion is for

s'a& on co'%ns on'y.

(*S Desi#n 'oad: < JVA*(7K k@a (*S

*on# ed#e 'oaded: 0

Short ed#e 'oaded: 0

Co'. *ine


26/44

Sheet : 26 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

2 - 7d#e 9 66>

Botto 2. 14>9 66>

f

< JVA*(7K k+/ 1 JVA*(7K JVA*(7K $%A&'()

* !.00 1 JVA*(7K JVA*(7K

2

9

As3red

As3"ro; ρH */d3*i *a

H1

2

H9

α

>

2

9

As3red

As3"ro; ρH */d3*i *a

As

H1

2

H9 ρ

α


27/44

Sheet : 2> of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

$%A&'() $%A&'()

5

#im5lifie" "eflection cec!: ) 1.2 1.0 JVA*(7K

ρ Basic */d od */d

JVA*(7K 1>2 JVA*(7K 0.00L JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

4 - Pattern 2 9it e",e loa" Stri" 2.12 a""ro. effecti;e 9 66>

Botto 2 2. !2 1000

f

< JVA*(7K k+/ 1 JVA*(7K JVA*(7K $%A&'()

* !.00 1 JVA*(7K JVA*(7K

JVA*(7K 0.00L JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

5

>

2

9

As3red

As3"ro; ρH *a

da;#

As

H1

2

H9 Q

a;#

α da;#

ρ

>

2 9

As3red

As3"ro; ρH *a

da;#

As ρ

H1

2

H9

α

>

da;#

2

9 ρ

As3red

As3"ro; ρH *a


28/44

Sheet : 2! of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

6 - Column stri5 line loa" - sort s5an: Stri" 2.12 a""ro. effecti;e


29/44

Sheet : 2 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

Ben"in, moment 5rofiles on unit:

S"an * !.00 S"an *y !.000

Distance to start 0.000 Distance to start 1.000

*en#th 14.000 idth 9.000

Distance to end 14.000 Distance to end 4.000

+%&er of s"ans . ,) +%&er of s"ans . ,)

Condition for S*S:

(se s"'ice stee' as s%""ort stee' 1

7tent of s"'ice stee' into s"an 0+ *

S%ary of "ro"erties:

& 1000 Stee' B JVA*(7K

h 2!0 Restraint 0. JVA*(7K

90 @a Cracked 1

00 @a Ceent 0 +ora'

1. 4

1.1 %'ti"'ier 1.007-06 for oent %nits 6

1

imin,: A#e > days 0

1Def'ection 'iit: 0

2.0 1

&oa" cases: .00 1

<

5k@a

(*S JVA*(7K JVA*(7K

Basic "er U i". JVA*(7K JVA*(7K

re%ent co&ination JVA*(7K JVA*(7K

?%asi-"eranent co&ination JVA*(7K JVA*(7K

*S ire JVA*(7K JVA*(7K

8ransient on'y 4. JVA*(7K

Botto - % Botto - ; 8o" - % 8o" - ; 8o" s" - % 8o" s" - ;

0 62! 226 226 0 62! *ayer 1

0 0 0 0 *ayer 2

!4 !4 *ayer 9

29 20 224 221 22> 29! *ayer 1

24 24 221 221 *ayer 2

241 211 *ayer 9


JVA*(7K JVA*(7KJVA*(7K JVA*(7K JVA*(7K JVA*(7K


JVA*(7K JVA*(7K 9

εc2

εc%2

f ck

f yk

γ c

γ s

S*S1 */

S*S2 */

S*S1 S*S

-"er

S*S2 S*S

transient

S*Schar

S*Sfre

S*S-"er

S*Stransient

As1

As2

As9

d1

d2

d9

(*S1

(*S2

(*S9

S*S131

S*S132

t2!

t8

S*S1

S*S2

2


30/44

Sheet : 90 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


-96.1 -92.0 -96.1 -92.02!.0 24.!

-9.0 -94.6 -9.0 -94.6


JVA*(7K JVA*(7K 4


λ JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

oment curature 5rofiles:

Choose s"an direction and orientation:

u-"irection : 1

0

1

Botto: 8o" %nit stee': 8o" s%""ort stee':

5P 5 5 5P 5 5 5P 5 5 1

0 29 41 226 224 6 0 22> 9 1

0 24 9 0 221 0 0 2!0 2

!4 241 9 !4 211 6 0 0 2!0 9

226 6 224 0 41 29 0 41 29 2

0 221 0 9 24 0 9 24 9

!4 6 211 !4 9 241 !4 9 241

12 29 220 12 220 29 1!9 22> 29

60 41 41 60 41 9

5t2! 5t8 5t2! 5t8 5t2! 5t8

+P/ +P/ +P/ +P/ +P/ +P/


+P/ +P/ +P/ +P/ +P/ +P/


k+/ k+/ k+/ k+/ k+/ k+/



3or tension in bottom:k /d J+/A

5@a 5k+/ 5+ 5+

1 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K




JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


10 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K11 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K




S*S139

S*S231

S*S232

S*S239

*S1

*S2

*S9

As

dto"

d&t

As

d&t

dto"

As

d&t

dto"

75t

75t

X

XX

ec

f c

f s

c

t

5-1

%-direction

;-direction


31/44

Sheet : 91 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo



1> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

1! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


































JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

4.0

6.0

!.0

10.0

12.0

oment -- Curature

: B

! * m C


32/44

Sheet : 92 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

3or tension in to5:

κ /d J+/A5@a 5k+/ 5+ 5+


























2> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K2! JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K
















ec

f c

f s

c

t

5-1

0.007U00 1.007U01 2.007U01 9.007U01 4.007U01 .007U01 6.007U01

0.0

2.0

!


33/44

Sheet : 99 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo












3or tension in to5 s5lice:

κ /d J+/A

5@a 5k+/ 5+ 5+1 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K
















ec

f c

f s

c

t

5-1

0.007U00 1.007U01 2.007U01 9.007U01 4.007U01 .007U01 6.007U01

0.0

2.0

4.0

6.0

!.0

10.0

12.0

oment -- Curature

!

: B

! * m C


34/44

Sheet : 94 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo





































2.0

4.0

6.0

!.0

10.0

12.0

oment -- Curature

:

B ! * m C


35/44

Sheet : 9 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

κ /d5@a 5k+/ 5+ 5+














JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7KJVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

Bendin# oent a""roiated &y at 'east 9 "oints:

s

5 5k+ 5k+ 5k+

1 0.000 JVA*(7K JVA*(7K JVA*(7K 0 JVA*(7K JVA*(7K JVA*(7K

2 1 JVA*(7K JVA*(7K JVA*(7K

9 4.20 JVA*(7K JVA*(7K JVA*(7K 2 JVA*(7K JVA*(7K JVA*(7K

4 9 JVA*(7K JVA*(7K JVA*(7K

!.00 JVA*(7K JVA*(7K JVA*(7K 4 JVA*(7K JVA*(7K JVA*(7K

Ben"in, moment 5rofile across unit: * !.00

2.!0

s/* s JVA*(7K

5 5k+ 5 5k+ 5"a

0.00 0.000 JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.0 0.42 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.10 0.!0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.1 1.2> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.20 1.>00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()



0.9 2.> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()


0.4 9.!2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

ec

f c

f s

c

t

5-1

ck3s"an

%3s"an

ck3to"

%3to"

ck3s%"

%3s%"

(*S1

(*S2

(*S9

S*S1

S*S2

S*S9

*S1

*S2

*S9

s3(*S

s3S*S

s3*S

sn f5s(*S f5sS*S f5s*S

*s"

s3(*S

κ s3(*S

s3(*S

fi'i

f sdh

3fi'i

f Rdh

3fi'i

5-1

0.007U00 1.007U01 2.007U01 9.007U01 4.007U01 .007U01 6.007U01

0.0

!


36/44

Sheet : 96 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo


0. 4.6> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.60 .100 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.6 .2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.>0 .0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.> 6.9> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.!0 6.!00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.! >.22 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0.0 >.60 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

0. !.0> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

1.00 !.00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K $%A&'()

Deflection in one "irection only:

s/* s

5 5k+ 5+P/ 5+P/ 5 5

0.00 0.000 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0.10 0.!0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.1 1.2> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.20 1.>00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K



0.9 2.> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0.4 9.!2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0. 4.6> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K0.60 .100 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.6 .2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.>0 .0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.> 6.9> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.!0 6.!00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.! >.22 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.0 >.60 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0. !.0> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

1.00 !.00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

a: JVA*(7K JVA*(7K JVA*(7K $%A&'()

in: JVA*(7K JVA*(7K JVA*(7K

+B: 8his is one direction on'y

94.0 a''o


37/44

Sheet : 9> of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

8o" Botto 5+B: ,ne direction

in. co;er 49 9 on'y - check other

s/* s

5 5k+ 5"a 5"a 5"a

0.00 0.000 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0.10 0.!0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.1 1.2> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.20 1.>00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K



0.9 2.> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0.4 9.!2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K


0. 4.6> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.60 .100 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.6 .2 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.>0 .0 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.> 6.9> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.!0 6.!00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.! >.22 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0.0 >.60 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

0. !.0> JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K1.00 !.00 JVA*(7K JVA*(7K JVA*(7K JVA*(7K JVA*(7K

JVA*(7K JVA*(7K JVA*(7K "a JVA*(7K

JVA*(7K

Coer reuire": JVA*(7K

ire res: 90 60 0 120 1!0

5in 5in 5in 5in 5in

10 1> 1> 1> 1> 1>

2!6 1> 2 9 42

$%A&'() $%A&'() $%A&'() $%A&'() $%A&'() $%A&'()

$%A&'() $%A&'() $%A&'() $%A&'() $%A&'() $%A&'()

o5: $%A&'() $%A&'() $%A&'() $%A&'() $%A&'()

Bottom: $%A&'() $%A&'() $%A&'() $%A&'() $%A&'()

ai% fire resistance


38/44

Sheet : 9! of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

#lab ty5e: 270

Base" on basic bay si=e:

!.00

!.000

8ota' area of &ay 6! P

(nit .1 1.40 6

nner s"'ice &t - ;: 12 1 20 9.6 1.40 >

7d#e (-&ars: 12 1 20 14.2 1.12 0.2! !

7d#e 'acers - %: 29.1 !.0 0.12

7d#e 'acers - ;: 1.4 !.00 0.0> 10

Co'%n stri" etras - %: 1.9 !.0 0.12 11

Co'%n stri" etras - ;: 1>.9 !.00 0.14 12

Co'%n =one: 2.9 19

Co'%n =one: 12.6 14

'nit steel si=e summary:

Q ain Q sec.

*

*y

'

'y

s1

s2

s1

s2


39/44

Sheet : 9 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

8o" esh 6 140 110 6 1

Botto esh 12 10 100 10 110 1408o" additona' &ars 0 0

Bt additiona' &ars 0 0

Q to" Q &t Q .1 11.0 !4. 1.2 1

+oina' s"'ice: >.1 JVA*(7K JVA*(7K JVA*(7K 1

8o" esh s"'ice: 1.! .9 16.6 0.2 28o" esh s"'ice: 1.! 0.00 0.0 0.0 2

Co'%n 'ine s"'ice to" - %: 4. JVA*(7K JVA*(7K JVA*(7K 9

Co'%n 'ine s"'ice to" - ;: >.1 JVA*(7K JVA*(7K JVA*(7K 4

nner s"'ice &t - %: >.1 1.!9 140. 2.1

Co'%n 'ine s"'ice &t - %: >.1 11.0 !4. 1.2 6

nner s"'ice &t - ;: 9.6 0.00 0.0 0.0 >

7d#e (-&ars: 14.2 0.00 0.0 0.0 !

7d#e 'acers - %: 29.1 0.00 0.0 0.0

7d#e 'acers - ;: 1.4 0.00 0.0 0.0 10

Co'%n stri" etras - %: 1.9 0.00 0.0 0.0 11

Co'%n stri" etras - ;: 1>.9 0.00 0.0 0.0 12

Co'%n =one: 2.9 JVA*(7K JVA*(7K JVA*(7K 19

Co'%n =one: 12.6 JVA*(7K JVA*(7K JVA*(7K 14

JVA*(7K k#/P

A''o< for 'a"s etc. and


40/44

Sheet : 40 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

#ummary of results:

Fn5ut "ata:

!.00 5*on# s"an

!.000 5Short s"an

Co'%n si=e ass%ed !00 !00

S'a& de"th o/a 2!0

90 @a

00 @a

ross conc.

1.9 0.

1. 0.9

Jut5ut "ata:

,S: 1 - +o


41/44

Sheet : 41 of 44

Ref. : BD-Demo


Date : 12/04/16

Checked : 0

Demo

@re-cast into fi'i#ree: Strai#ht JVA*(7K k#/O

irders JVA*(7K k#/O8ota': JVA*(7K k#/O


42/44

Sheet : 42 of 44

Ref. :


Date : 12/04/16

Checked :

Kob:

Bubble"ec! slab 5ro5erties: B#7110 ersion

Bubble"ec! J5tions:

h < Site Conc

5 5 5 5k#/P 5k+/P 5 5 O/P

290 1!0 200 90 9.!9 > 10 0.10

2!0 22 20 460 4.1 ! 12 0.14

940 2>0 900 60 .4 14 0.1!

90 91 90 640 6.2! 10 16 0.20

40 960 400 >90 >.16 11 1! 0.2

600 00 101> .! 14 20 0.99

ir"ers aailable:

290 2!0 940 90 40 600

100 120 1>0 290 2>0 20 990

40 10 240 900 900 900 40

100

110

120 120

190 190

140 140

10 10

160 160

1>0 1>0 1>01!0 1!0 1!0

10 10 10

200 200

210 210

220 220

290 290 290

240 240 240

20 20

260 260

2>0 2>0 2>0

2!0 2!0 2!0

20 20 20 20

900 900 900 900

910 900

920 900

990 900 990

90 90

400 400

49 49

40 40

290 2!0 940 90 40 600

10 1!0 240 20 900 400

Q

! 6 20

Q&

s&

*in

*a

h#

Q< f yk


43/44

Sheet : 49 of 44

Ref. :


Date : 12/04/16

Checked :

Kob:

10 ! 400

12 46014 00

16 0

20

'nit 9i"ts: 2400

9000

Garnin, strin,s:

1 CF7C) - Co;er ,)

2 CF7C) - +A 5- a&o;e &%&&'es

9 CF7C) - +A 5U &e'o< &%&&'es

4 CF7C) - Area N in. ,)

CF7C) - e& s"acin# ,)

6 CF7C) - e& an#'e ,)

> CF7C) - irder hei#ht ,)

! CF7C) - Secondary rnft. ,)

Asin ,)

10 CF7C) - Stee' N in

11 CF7C) - irder


44/44

Sheet : 44 of 44

Ref. :


Date : 12/04/16

Checked :

Kob:

Concrete ,ra"es: Cement ty5e:

12/1 12 1

16/20 16 20 S S'o

Documents

SlabEstimatorV100-3