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7/25/2019 Dowel Strength
1/18
ProjectJUMEIRAH BEACH RESIDENCE
Part of Structure
JBR1 - PRECAST CLADDING
Proj. No.
Calculated bysanjeev
Date
6/23/2016Sheet
Checked bysameh
Date
6/23/2016
Rev.0
Ref. Calculatio! "ut#ut
SHEAR STRENGTH OF DOWEL BAR
D.6.2.2 =ACI 318
where l = = 160 mm = 6.30 in= outside diameter of anchor = 20 mm
= 0.79 in
= concrete compressie stren!th "c#linder$ = 32 = %6%1.21 psi=
dist. from center of anchor to the ed!e of conc= 7& mm =
2.9& in
= 7"6.3'0.79$(0.2)0.79)%6%1.21"2.9&$(1.&$ = 32&%.%0
l*
= 1%.76 +,
-or shear force perpendicular to the ed!e on a sin!le anchor
=
A = proected area for !roup of anchors "= Ao for sin!le
anchor$Ao = proected area for sin!le anchor
= 1= modification factor for crac/in! = 1.% "for uncrac/ed
concrete$
= 0.8& "stren!th reduction factor$
Thus = 0.8&111.%1%.76 +, = 17.&7 +,
erice shear capacit# = 17.&7'1.% = 12.55 +,
The basic cocre!e brea"ou! s!re#!h$ %b
7"l'do$0.2)d
o)f
c"c
1$1.&
en!t o anc or4 ma.o
o
fc ,'mm2
c1
b
cb
o565
7 *
56 modification factor for ed!e distance 1.&c1 = or e !e .
c1
57
cb
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *002--
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7/25/2019 Dowel Strength
2/18
ProjectJUMEIRAH BEACH RESIDENCE
Part of Structure
JBR1 - PRECAST CLADDING
Proj. No.
Calculated bysanjeev
Date
6/23/2016Sheet
Checked bysameh
Date
6/23/2016
Rev.0
Ref. Calculatio! "ut#ut
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *002--
-
7/25/2019 Dowel Strength
3/18
Project
lba!!a $oer
Part of Structure
Calculated by S Date 10)+eb
Checked by Date
Ref. Calculatio!
Opt!n 1
H!""!# C!$e S"a% &th!'t st$'(t'$a" T!ppn)
+ro the !#a loadi4
Select 5CS */26* ith 6 o!. 12.*
by liear iter#olatio
7 13.(*
7 -.*
7 )*.*
7 2,1.* 7
7 3.*,(.1 7
7
!lab !elf ei4h 7 3.'*
8oit 9rout 7 0.1&
Referri4 $o :/S ;PC :aual "f 5ollo core !lab! :ay 2001 1!t/2
=!l! >/2
c!h
a!h
alo
a2
>/2
>/2
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *00*--
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7/25/2019 Dowel Strength
4/18
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7/25/2019 Dowel Strength
5/18
Preca!t Slab!
Proj. No.
0203
Sheet "ff
Rev.
"ut#ut
3
1(.3*
?-*00/300 !*
@-*00/3*0 !*
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7/25/2019 Dowel Strength
6/18
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7/25/2019 Dowel Strength
7/18
Project
lba!!a $oer
Part of Structure
Calculated by S Date 10)+eb
Checked by Date
Ref. Calculatio!
Opt!n +
H!""!# C!$e S"a% &th , mm st$'(t'$a" t!ppn)
+ro the !#a loadi4
Referri4 $o the attached
Select 5CS 6/200 ith ' o!. 12.* % 60 to##i4
by liear iter#olatio
7 11.*
7 '.6*
+or deflectio calculatio! refer to the attached #rit out fro
:/S
!lab !elf ei4h 7 2.&
8oit 9rout 7 0.16
to##i4 Aei4ht 7 1.*
(.*6
=ul! >/2
=!l! >/2
>/2
>/2
>/2
>/2
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *00*--
-
7/25/2019 Dowel Strength
8/18
-
7/25/2019 Dowel Strength
9/18
Preca!t Slab!
Proj. No.
0203
Sheet "ff
Rev.
"ut#ut
;PC
-
7/25/2019 Dowel Strength
10/18
-
7/25/2019 Dowel Strength
11/18
Project
lba!!a $oer
Part of Structure
Calculated by S Date 10)+eb
Checked by Date
Ref. Calculatio!
Opt!n .
P!"/s"a% +0 Th(* , mm t!ppn)
Plea! Refer to the attached !#read !heet for calculatio! of
Poly!lab
Slab e=uivelat $hick 7 110
!lab !elf ei4h 7 2.'*
to##i4 Aei4ht 7 1.*
$otal Boad (.2*
>/2
>/2
>/2
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *00*--
-
7/25/2019 Dowel Strength
12/18
-
7/25/2019 Dowel Strength
13/18
Preca!t Slab!
Proj. No.
0203
Sheet "ff
Rev.
"ut#ut
-
7/25/2019 Dowel Strength
14/18
-
7/25/2019 Dowel Strength
15/18
Project
lba!!a $oer
Part of Structure
Calculated by S Date 10)+eb
Checked by Date
Ref. Calculatio!
Opt!n .
P!"/s"a% +0 Th(* , mm t!ppn)
Plea! Refer to the attached !#read !heet for calculatio! of
Poly!lab
Slab e=uivelat $hick 7 110
!lab !elf ei4h 7 2.'*
to##i4 Aei4ht 7 1.*
$otal Boad (.2*
>/2
>/2
>/2
e.Construct$el. %&'1()3&1)101*+a,
&'1()3&1)6-60Dubai teret CityP.".o, *00*--
-
7/25/2019 Dowel Strength
16/18
-
7/25/2019 Dowel Strength
17/18
Preca!t Slab!
Proj. No.
0203
Sheet "ff
Rev.
"ut#ut
-
7/25/2019 Dowel Strength
18/18
