مسودة كود الاحمال العراقي
TRANSCRIPT
-
)( /
..
/
-
..
. . . . . . . . . . .
. . . . . .
.
-
/ ...
./ lareneG: -
/ :- / epocS /- / tnemeriuqeR lareneG /-
/ htgnertS //- / ytilibaecivreS //- / secroF gniniartS -fleS //- / sisylanA //- snoitcA larutcurtS gnitcaretnuoC //-
/
:- / noitatoN /- / snoitinifeD /-
/
: - / : -
/ lareneG /- / slairetaM larutcurtS fo sthgieW /- / slairetaM rehtO fo sthgieW /- / sllaW noititraP fo sthgieW /- /-
selcatpeceR rehtO dna sknaT fo sthgieW /
/ erusserP citatsordyH dna sdaoL lioS /- / sdaoL eviL : -
/ /- / sdaoL detubirtsiD ylmrofinU /-
/ sdaoL eviL deriuqeR //-
-
/ ...
/ sllaW noititraP //- / sdaoL detartnecnoC /-
/ sesacriatS no sdaoL //- dna sliardnaH no sdaoL //-
sliardrauG /
/ sraB barG no sdaoL //- / sreirrab elcihev no sdaoL //- seinoclaB no sdaoL //-
sreirrab dna sliardnah /
/ sdaoL wonS /- / ytivarG cificepS //- //-
ecafruS fo epolS dna leveL aeS evoba erutcurtS fo thgieHsdaoL wonS ot detcejbuS
/
/ sdaoL doolF /- / sdaoL ngiseD //- / noisorE //- / sllaW yawkaerB no sdaoL //-
/ sdaoL niaR /- / sdaoL niaR ngiseD //- / sdaoL egnahC erutarepmeT /- / egaknirhS etercnoC /- / snoitadnuoF fo tnemeltteS laitnereffiD /- / sfooR no sdaoL laicepS /- / sdaoL tcapmI /-
/ srotavelE //- / yrenihcaM //-
/ sdaoL deificepS noN /- / sdaoL eviL ni noitcudeR /- / sdaoL enarC /-
/ secroF tcapmI lacitreV //-
-
/ ...
/ secroF lanidutignoL //- / secroF laretaL //- / sdaoL dniW : -
/ lareneG /- /-
serutcurtS no sdaoL dniW gnitupmoC rof erudecorP /
/ deepS dniW ngiseD /- / deepS dniW cisaB //- / srotcaF deepS dniW //-
/ dniW eht fo erusserP cimanyD /- / stneiciffeoC ecroF dna erusserP /-
/ lareneG //- / stneiciffeoC erusserP //- / stneiciffeoC ecroF //- / garD lanoitcirF //- / sdaoL fo snoitanibmoC: -
/ /- gninibmoC /-
dohteM ngiseD htgnertS gnisU sdaoL derotcaF /
/- dohteM ssertS elbawollA gnisU sdaoL derotcaF gninibmoC
/
/ / 1S rotcaF cihpargopoT 1S )(
-
/ ..
-
- (:)epocS /-
.
(. ngiseD ssertS elbawollA( )ngiseD htgnertS )
.
(: stnemeriuqeR lareneG ) /- (: htgnertS ) //-
( sdaoL derotcaF) ( snoitanibmoC daoL)
. (setatS timiL htgnertS etairporppA)
:ytilibaecivreS( ) //-
(snoitarbiV) ( tfirD laretaL)( noitcelfeD)
( sdaoL lanimoN )
.
-
/ ..
: secroF gniniartS-fleS( ) //-
) ( ( snoitadnuoF fo stnemeltteS laitnereffiD)
(segnahC lanoisnemiD deniartseR) .
:sisylanA() //-
muirbiliuqE()
( ytilibitapmoC cirtemoeG) (ytilibatS lareneG) (.seitreporP lairetaM mreT gnoL dna trohS)
(snoitamrofeD laudiseR)
(seiticirtneccE deddA) .
(:snoitcA larutcurtS gnitcaretnuoC) //- )
(
.
. .
-
/ ...
snoitinifeD dna noitatoN edoC - (: )noitatoN /-
A eA b
epC ipC d ( fooR detcelfednU) hd
)(. ( fooR detcelfednU ) sd
)(. (sdaoL daeD) D (sdaoL ekauqhtraE) E .( sdaoL diulF) F (garD lanoitcirF) 'F . h (sdaoL lioS) H (nodnet ) K l (sdaoL eviL) L (sdaoL niaR) R 1S 2S
.( sV) 3S
. (secroF gniniartS-fleS) T (deepS dniW cisaB) V
-
/ ...
(deepS dniW ngiseD) sV w 067 51 T t
(: )snoitinifeD /-
(:sdaoL lanimoN)
. : (htgnertS lanimoN )
. (:dohteM ngiseD ssertS elbawollA )
.(dohteM ngiseD ssertS gnikroW) : (htgnertS ngiseD )
. :( sdaoL derotcaF )
. (:dohteM ngiseD htgnertS)
. :(rotcaF ecnatsiseR)
.
-
... /
References
. " -
" .
. " )"(
.
. "
-" . . "
. . . "
" .
6. American Society of Civil Engineers "Minimum Design Loads for Buildings and Other Structures (ASCE7-05)," Structural Engineering Institute, 2006, 419pp.
7. ACI Committee 318 "Building Code Requirements for Structural Concrete and
Commentary (ACI 318M-08)," American Concrete Institute, 2008, 473pp.
8. International Code Council "International Building Code", International Code Council, INC., 2009, 731pp.
9. International Code Council "Uniform Building Code Vol.2: Structural
Engineering Design Provisions", 1997, 545pp.
10. British Standard Institution (BSI) "CP3: Code of Basic Data for the Design of Building, Chapter V: Loading, Part2: Wind Loads", British Standard Institution, London, 1972 with Amendments up to 2003, 48pp.
11. British Standard Institution (BSI) "British Standard BS 6399, Loading for
Buildings, Part1: Code of Practice for Dead and Imposed Loads", British Standard Institution, London, 1996 with Amendments up to 2002, 11pp.
-
... /
12. British Standard Institution (BSI) "British Standard BS 6399, Loading for Buildings, Part2: Code of Practice for Wind Loads", British Standard Institution, London, 1997 with Amendments up to 2002, 115pp.
13. British Standard Institution (BSI) "British Standard BS 6399, Loading for
Buildings, Part3: Code of Practice for Imposed Roof Loads", British Standard Institution, London, 1988 with Amendments up to 2002, 21pp.
14. British Standard Institution (BSI) "British Standard BS 648, Schedule of
Weights of Buildings Materials, British Standard Institution, London, 1964, 44pp.
15. Saudi Building Code National Committee "Saudi Building Code: Loading
and Forces SBC 301", 2007, 259pp. 16. Reynolds, C. E. and Steedman, J. C. " Reinforced Concrete Designners
Handbook", E & FN Spon, Taylor & Francis Group, 10 th ed., 1988, 449pp.
-
/ ..
-
(:lareneG) /-
) ( . (stnempiuqE ecivreS dexiF)
)slairetaM larutcurtS fo sthgieW(: /-
(. /-( )/-)
.
. :(/- )
\ (setagerggA) :
: , :
,- ,
, :
, ,- , ,
, (tnemeC: )
-
/ ..
\ , (retaW: )
(etercnoC) : :
, , ,-,
: , % , %
,- ,
,-, (lioS) :
: , (esooL) , (esneD)
: , (tfoS) , ()mriF , (ffitS )
, (tlahpsA: ) (senotS) :
, , , , , : ,
-
/ ..
\ , ,
(krowkcirB) :
, , ,
(%52 ) ,
, ,
, ,-, :
, , ,- ,
: , , ,
(krow kcolB) : ,-, ,-, ( ) ,
(emiL) : ,
(ratroM) :
-
/ ..
\ , , , ,-,
(dooW) : ,- , (kaO ) , (hcraL ) ,- , (kaeT ) , ,
, , (ssalG: ) (kroC) :
, ,
(slateM: ) , , ,
, ,
: , , ,
-
/ ..
: (/- ) ( \)
:
- - -
(,), : :
- - , - ,
- ,( : ): - :
: ) (
-
: - - - -
- : :
- -
: - - , - , -
-(- ) (,-,) : - , :
-
/ ..
( \)
:
,
, ,
( %)
, ,
, -
slairetaM rehtO fo sthgieW( : ) /-
( /- )
.
:(/- ) (\)
:
, , ,- , ) ( ,- , ,- ,
:
,- , ,- ,
-
/ ..
(\) , ,
: ,- , , ,- , ,
: , , :
, , , % (19 ) ,% (04) , % (03 )
: ,- , ,- , ,- , ,- , , , , , ,- ,
,- , , ,
, , , , ,- ,
, ,
-
/ ..
(: sllaW noititraP fo sthgieW ) /-
(//-)
rehtO dna sknaT fo sthgieW(: /- (selcatpeceR
)
(. (:erusserP citatsordyH dna sdaoL lioS) /- (:laretaL serusserP) //-
( /- . )
. .
.
. dna sroolF no secroF tfilpU( //-
(:snoitadnuoF )(
)( .
. .
.
.
-
/ ..
(slioS llifkcaB) )( :( /- )
)( )( \
)((,) )((,)
)((,) ( yticitsalP )
(,)
)( )( ( . snoitidnoc tsioM)
.
( sllaw digir ylevitaleR)( )
. \ , , )(
. ( sllaw digir ylevitaleR)( )
. \ ,
, )( .
-
/ ...
sdaoL eviL - (:lareneG ) /-
muminiM detubirtsiD ylmrofinU) sdaoL eviL muminiM detartnecnoC() (sdaoL eviL
. (:sdaoL detubirtsiD ylmrofinU ) /-
. )sdaoL eviL deriuqeR(: //-
.(/-)
(: sllaW noititraP )//- :
. \ , - . \ , - \ , -
.\ , : sdaoL detartnecnoC( ) /-
( sfooR( )sroolF ) ( /-( )L.D.U )
-
/ ...
) ( /- ) . (
,
.
:sriatS no sdaoL( ) //-( LDU )
( /-) ) ( ( ,)
. ( sreddaL dexiF )
( , ) (,) .
dna sliardnaH no sdaoL( ) //-
:sliardrauG ( ,)
( \ , ) .
: sraB barG no sdaoL() //-
( ,) .
: sreirraB elciheV no sdaoL( ) //-
( ) .( ) ( )
-
/ ...
//- (: sreirraB dna sliardnaH seinoclaB no sdaoL)
.( \ ,( )\ , )
) ( :( /- )
(\) )(
( sameniC dna sertaehT: ) , ,
, ,
, ,
, , (segaraG : )
, ,
, , ,
(sretneC lacideM dna slatipsoH) : , ,
, , ,
, , ,
(seirarbiL: ) , , , ,
, , , ,
, ( seirotcaF dna spohskroW: )
, ,
, , , ,
-
/ ...
(\) )(
, (sgnidliuB evitartsinimdA: )
, , , ,
, , ,
, (laitnediseR: )
, ,
, ,
( setiuS dna sletoH : ) , , ,
, ,
, , ,
(seiponaC dna sgninwA ,sfooR: ) , ,
, , ,
,
,
-
/ ...
(\) )(
(seitisrevinU dna sloohcS: ) ,
, , ,
, , , , , ,
(sretneC tropS: ) , ,
, ,
, (serotS dna sliateR: )
, , , ,
, , ,
, (smuesuM dna seirellaG : )
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-
/ ...
(\) )(
)( : (/-)
( , ) .
( . ))(
. )(
, .
)( :
, ,
. )(
. . )(
(. ,)( )
-
/ ...
:sdaoL wonS( ) /- :
- - - (:ytivarG cificepS ) //-
. (,)( ,-, )( ,) ()
.
//- wonS ot detcejbuS ecafruS fo epolS dna leveL aeS evoba erutcurtS fo thgieH(
)sdaoL 52
(/-) .
:(/- ) (\) ( h )
0 052h > 052 004/)004-h( 0051 >h > 005
052/)5.218-h( 0052 >h > 0051
(/-) .( /-)
: ( /- ) -57 (05\)
00.1 52 9.0 03 8.0 53 7.0 04 6.0 54
-
/ ...
:sdaoL doolF( ) /-
. : (sdaoL ngiseD) //-
.
:(noisorE) //-
.
:(sllaW yawkaerB no sdaoL) //-
:
. - . - (\ , ) -
( \ ,) :
- (. )doolF esaB
% .
(espalloC) - (tnemecalpsiD laretaL tnenamreP)
.
-
/ ...
(:sdaoL niaR ) /-
. )(
: (sdaoL niaR ngiseD) //-
:
)hd+sd( 10.0 =R (/-)
:
.(\ ) = R = sd
)(. )( hd=
)(. )(
: sdaoL egnahC erutarepmeT() /-
( sdaoL laixA lanretnI)
) ( ) . (
(tnemecalpsiD xirtaM)
.(margorP retupmoC larutcurtS)
-
/ ...
: t
T t = t (/-)
: = T (/- ) = t
:(/- ) \
- (,-,) - (,-,)
- (,) - (,)
. ( )
( . ) .
:egaknirhS etercnoC( ) /-
- (- )
. - (-) :snoitadnuoF fo tnemeltteS laitnereffiD( ) /-
.
.
-
/ ...
:
:(/- )
)0001/L( )0002/L( )005/L( )0001/L(
0001/L
)052/L( )004/L( )005/L( (suounitnoc )
)002/L( (elpmis)
: : L
. )sfooR no sdaoL laicepS(: /-
, , \ , .
:(sdaoL tcapmI) /-
( //-( ) //- )
.
(:srotavelE ) //-
% .
-
/ ...
(:yrenihcaM )//-
:
% : - % (:nevirD rotoM dna stfahS ) - % ( :stinU nevirD rewoP ) - %: ( seinoclaB dna sroolF rof sregnaH) - .
.
:sdaoL deificepS noN() /-
. (/- )
sdaoL eviL ni noitcudeR(:) /-
) (
( )P( /- )
. :(/- )
*P
P P 9.0 P 8.0 P 7.0 P 6.0 P 5.0
: : .P
-
/ ...
:(sdaoL enarC ) /-
.
: )secroF tcapmI lacitreV( //- ( secroF tcapmI lacitreV )
% . 521 ( .yticapaC detaR )
: )secroF lanidutignoL( //-
( secroF lanidutignoL ) . %
( yticapaC detaR ) .
: )secroF laretaL( //-
( smaeB yawnuR ) (secroF laretaL) %
( yellorT dna tsioH) ( yticapaC detaR) .
-
/ ...
sdaoL dniW - : /-
.
xetroV( ) )sdaoL cimanydoreA( gniddehS
. : /-
:)serutcurtS dna sgnidliuB no sdaoL dniW gnitupmoC rof erudecorP( : - )sllaW(. sfooR( ) - . -
: V ( deepS dniW cisaB ) -
tsuG() . ()
: )deepS dniW ngiseD( sV -
3S 2S 1S V = sV (/-)
: V : ( ///-): 1S
-
/ ...
:2S( sV )
(///-) 3S:
(///-) q( ) -
:
2SV k = q (/-)
: .(/- ): k
. (/- ) sV:
: -
q pC = P (/-)
pC (.noitcuS ) pC
) (
: A q ]ipC epC [ =F
(/- ) :
: epC : ipC : A
( F ) (.)drawtuo
-
/ ...
( .)noitammuS lairotceV
( sdaoL dniW latoT ) - fC
: eA q fC =F
(/- ) :
: eA
(:deepS dniW ngiseD ) /- :
3S 2S 1S V =SV (/- )
: (//-) : V
(//- ) : 3S 2S 1S (:)deepS dniW cisaB //-
.
( /- ) ) (.
(:)srotcaF deepS dniW //-
( V ) 2S 1S
3S .
-
/ ...
(\ ) :(/- )
(:1S rotcaF yhpargopoT ) ///-
(% , ) . 1S
1S 1S ) (
.(,1S ,) ( 1S)
. (,) . (,) ( 1S)( )
-
/ ...
///- :)2S rotcaF dnuorG evoba thgieH dna eziS gnidliuB ,ssenhguoR dnuorG(
( ssenhguoR dnuorG ) ( .dnuorG evoba thgieH( )eziS gnidliuB)
: )( .
. )( .
)( . )( .
2S :
: A .
: B .( )
: C .( ) ( 2S ) (/- )
, . ( 2S )
, (.)sfooR dehctiP
(:)3S rotcaF lacitsitatS ///-
( 3S) .
) ( (. ) () 3S
(./- )
-
/ ...
2S :(/- )
H )m(
ssalC ssalC ssalC ssalC A B C A B C A B C A B C
3 38.0 87.0 37.0 27.0 76.0 36.0 46.0 06.0 55.0 65.0 25.0 74.0 5 88.0 38.0 87.0 97.0 47.0 07.0 07.0 56.0 06.0 06.0 55.0 05.0 01 00.1 59.0 09.0 39.0 88.0 38.0 87.0 47.0 96.0 76.0 26.0 85.0 51 30.1 99.0 49.0 00.1 59.0 19.0 88.0 38.0 87.0 47.0 96.0 46.0 02 60.1 10.1 69.0 30.1 89.0 49.0 59.0 09.0 58.0 97.0 57.0 07.0 03 90.1 50.1 00.1 70.1 30.1 89.0 10.1 79.0 29.0 09.0 58.0 97.0 04 21.1 80.1 30.1 01.1 60.1 10.1 50.1 10.1 69.0 79.0 39.0 98.0 05 41.1 01.1 60.1 21.1 80.1 40.1 80.1 40.1 00.1 20.1 89.0 49.0 06 51.1 21.1 80.1 41.1 01.1 60.1 01.1 60.1 20.1 50.1 20.1 89.0 08 81.1 51.1 11.1 71.1 31.1 90.1 31.1 01.1 60.1 01.1 70.1 30.1 001 02.1 71.1 31.1 91.1 61.1 21.1 61.1 21.1 90.1 31.1 01.1 70.1 021 22.1 91.1 51.1 12.1 81.1 41.1 81.1 51.1 11.1 51.1 31.1 01.1 041 42.1 02.1 71.1 22.1 91.1 61.1 02.1 71.1 31.1 71.1 51.1 21.1 061 52.1 22.1 91.1 42.1 12.1 81.1 12.1 81.1 51.1 91.1 71.1 41.1 081 62.1 32.1 02.1 52.1 22.1 91.1 32.1 02.1 71.1 02.1 91.1 61.1 81.1 002 72.1 42.1 12.1 62.1 42.1 12.1 42.1 12.1 81.1 22.1 12.1
-
/ ...
3S :(/- ) )dniw eht fo erusserP cimanyD(: /-
2sV k = q (/-)
: ( .s/m( )2m/N ) k =
sV( .( )q( )/- ) (:stneiciffeoC ecroF dna erusserP) /- :(lareneG ) //-
. :
(pC ) - (fC ) -
-
/ ...
( /- ) (/-) . (\) IS q :(/-)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
SV s/m
01 16 47 88 401 021 831 751 771 991 122 02 542 072 792 423 353 383 414 744 184 615 03 255 985 826 866 907 157 497 938 588 239
04 189 030 1 080 1 031 1 091 1 042 1 003 1 053 1 014 1 074 1 05 035 1 095 1 066 1 027 1 097 1 058 1 029 1 099 1 060 2 031 2 06 012 2 082 2 063 2 034 2 015 2 095 2 076 2 057 2 038 2 029 2
07 000 3
sV( .( )q ) :(/-)
:(stneiciffeoC erusserP ) //-
.
. .
. .
: ( epC ) -
-
/ ...
(ipC ) - :
ipC - + -
- - - -
:(stneiciffeoC ecroF ) //-
.
. .
.
:(garD lanoitcirF ) //-
) ( ( //-)
.(//-)( h/d)
: () ( b/d) : d .: h : b
: ('F) (h b )
)h4-d(h2q ' fC +)h4-d(bq ' fC='F (/- )
( h b) )b4-d(h2q ' fC +)b4-d(bq ' fC='F
(/-)
-
/ ...
.
. =' fC . = ' fC . = ' fC
epC :(/- )
eergeD s
epC
pC D C B A
21
w h
2 13
w l
0
5.0- 5.0- 2.0- 7.0+ 8.0-{
09
2.0- 7.0+ 5.0-5.0-
42 3
w l
0
6.0- 6.0- 52.0- 7.0+ 0.1-{
09
1.0- 7.0+ 5.0-5.0-
23
2 1
wh
2 13
w l
0
6.0- 6.0- 52.0- 7.0+ 1.1-{
09
52.0- 7.0+ 6.0- 6.0-
42 3
wl
0
7.0- 7.0- 3.0- 7.0+ 1.1-{
09
1.0- 7.0+ 5.0- 5.0-
-
/ ...
62 3
w h
2 13
w l
0
8.0- 8.0- 52.0- 8.0+ 2.1-{
09
52.0- 8.0+ 8.0- 8.0-
42 3
w l
0
7.0- 7.0- 4.0- 7.0+ 2.1-{
1.0- 8.0+ 5.0- 5.0- 09
( w ) ( l( )teparap ) (h ) .
-
/ ...
epC :(/-)
HF GE HG FE
21
w h
- 0.2- 0.2- 0.2- 4.0- 8.0- 4.0-8.0- 0 0.1- 2.1- 2.1- 4.1- 4.0- 8.0- 4.0- 9.0- 5 2.1- 4.1- 4.1- 6.0- 8.0- 4.0- 2.1- 01 2.1- 0.1+ 6.0- 7.0- 4.0- 4.0- 02 1.1- 8.0- 6.0- 7.0- 4.0- 0 03 1.1- 6.0- 7.0- 5.0- 3.0+ 54 1.1- 6.0- 7.0- 6.0- 7.0+ 06
21
2 3
w h
6.0- 0.1- 6.0-8.0- 0 - 0.2- 0.2- 0.2- 6.0- 9.0- 6.0- 9.0- 5 0.1- 5.1- 0.2- 0.2- 6.0- 8.0- 6.0- 1.1- 01 2.1- 5.1- 0.2- 0.2- 6.0- 8.0- 5.0- 7.0- 02 0.1- 5.1- 5.1- 5.1- 8.0- 8.0- 5.0- 2.0- 03 0.1- 0.1- 8.0- 8.0- 5.0- 2.0+ 54 8.0- 8.0- 5.0- 6.0+ 06
2 63
w h
- 0.2- 0.2- 0.2- 7.0- 9.0- 6.0- 7.0- 0 0.1- 5.1- 0.2- 0.2- 8.0- 8.0- 6.0- 7.0- 5 2.1- 5.1- 0.2- 0.2- 8.0- 8.0- 6.0- 7.0- 01 2.1- 5.1- 5.1- 5.1- 8.0- 8.0- 6.0- 8.0- 02 5.1- 7.0 8.0- 5.0- 0.1- 03 0.1- 7.0 8.0- 5.0- 2.0- 04 7.0 8.0- 5.0-2.0+ 05 7.0 8.0- 5.0- 5.0+ 06
( teparap ) (h): ( .w)
: .
w51.0 ro h=y
-
/ ...
epC :(/- ) 2 < w/h
=y w 51.0 h=y L H:
epC 081 531 09 54 0
eLeH 2L 1L 2H 1H L H L H L&H L&H L H L H
W
2/
0.2-0.2-5.1-0.2-5.1-0.2-0.1-5.0- 0.1- 9.0- 5.0- 0.1-9.0-0.1-5.0-0.1- 5
0.2-0.2-5.1-0.2-5.1-0.2-0.1-4.0- 0.1- 8.0- 5.0- 0.1-8.0-0.1-5.0-0.1- 01
0.2-0.2-4.1-8.1-9.0-8.1-0.1-3.0- 0.1- 6.0- 5.0- 0.1-7.0-0.1-5.0-9.0- 51
0.2-0.2-4.1-8.1-8.0-8.1-0.1-2.0- 0.1- 5.0- 5.0- 9.0-6.0-0.1-5.0-8.0- 02
0.2-0.2-9.0-9.0-7.0-8.1-9.0-1.0- 9.0- 3.0- 5.0- 8.0-6.0-0.1-5.0-7.0- 52
0.2-0.2-5.0-5.0-5.0-8.1-6.0- 0 6.0- 1.0- 5.0- 8.0-6.0-0.1-5.0-5.0- 03
( l( )teparap ) (h ) ( .w )
-
/ ...
fC :(/- ) ()
d/bw/l fC b/h
6 4 2 1 2/1
4 6.1 5.1 4.1 3.1 2.1 4
57.0 57.0 57.0 7.0 7.0 4/1
3
4.1 53.1 52.1 2.1 1.1 3
8.0 57.0 57.0 57.0 7.0 3/1
2
2.1 51.1 1.1 50.1 0.1 2
9.0 58.0 8.0 57.0 57.0 5.0
5.1
51.1 1.1 50.1 1 59.0 5.1
1 59.0 9.0 58.0 8.0 3/2
d/bw/l fC
b/h 02 01 6 4 2 1 2/1
4.1 2.1 1.1 50.1 159.0 9.0 1 1
( d ) ( b) ( .w( )l)
-
/ ...
) epC :(/- ) 1w h(
z x n m d c b a
seergedseerged 3.0- 3.0- 3.0- 3.0-3.0-4.0- 6.0- 9.0- 0 5
5.1- 2- 4.0- 3.0- 3.0- 3.0-3.0-4.0- 6.0- 1.1- 01 5.0- 3.0- 3.0- 3.0-3.0-4.0- 6.0- 7.0- 02 5.0- 2.0- 3.0- 3.0-3.0-4.0- 6.0- 2.0- 03 5.0- 2.0- 4.0- 2.0-4.0-6.0- 6.0- 3.0 54
3h 2h 1h
seergedseerged
2.0- 6.0- 8.0 - 0954 ( 0= : )
( 09 =) (.//- )
noitces
-
/ ...
: .(/-)
() epC :(/- ) 1w h) (
z x n m d c b a seerged
3.0- 1.0- 2.0- 3.0-4.0-7.0- 7.0- 6.0 0 5.1- 2-
1.0- 6.0- 6.0- 4.0-3.0-3.0- 3.0- 5.0- 081
3h 2h 1h
seerged 2.0- 6.0- 8.0- 09 8.0- 6.0- 2.0- 072
( 0= : )
( 09 = ) (.//- )
: .(/-)
noitces
-
/ ...
(Lw 13( )hw 141) pC :(//-)e l g n a f o o r
e l g n a f o o r
hh
e l g n a f o o r e v i t a g e ne l g n a f o o r e v i t i s o p
n a l p y e k
L
L 1 . 0
L 1 . 0
w
w 1 . 0 w 1 . 0w 1 . 0w 1 . 0
*
)seerged(
(
)
02- 7.0 8.0 6.1 6.0 7.1 51- 5.0 6.0 5.1 7.0 4.1 01- 4.0 6.0 4.1 8.0 1.1 5- 3.0 5.0 5.1 8.0 8.0 5 3.0 6.0 8.1 3.1 4.0 01 4.0 7.0 8.1 4.1 4.0 51 4.0 9.0 9.1 4.1 4.0 02 6.0 1.1 9.1 5.1 4.0 52 7.0 2.1 9.1 6.1 5.0 03 9.0 3.1 9.1 6.1 7.0
02- 0= 7.0- 9.0- 3.1- 6.1- 6.0-
)
(
1= 3.1- 5.1- 4.2- 4.2- 6.0-1= 4.1- 6.1- 7.2- 6.2- 6.0- 51- 0= 6.0- 8.0- 3.1- 6.1- 6.0-1= 4.1- 6.1- 7.2- 6.2- 6.0- 01- 0= 6.0- 8.0- 3.1- 5.1- 6.0- 5- 0= 5.0- 7.0- 3.1- 6.1- 6.0-1= 3.1- 5.1- 4.2- 4.2- 6.0-1= 3.1- 3.1- 2- 8.1- 5.1- 5 0= 6.0- 6.0- 4.1- 4.1- 1.1-1= 3.1- 3.1- 2- 8.1- 8.1- 01 0= 7.0- 7.0- 5.1- 4.1- 4.1-1= 3.1- 3.1- 2.2- 6.1- 1.2- 51 0= 8.0- 9.0- 7.1- 4.1- 8.1-1= 3.1- 4.1- 2.2- 6.1- 1.2- 02 0= 9.0- 2.1- 8.1- 4.1- 2-1= 3.1- 4.1- 2- 5.1- 2- 52 0= 1- 4.1- 9.1- 4.1- 2-1= 3.1- 4.1- 8.1- 4.1- 2- 03 0= 1- 4.1- 9.1- 4.1- 2-
.
* .
seiponac hctipouD )a
-
/ ...
(Lw 13( )hw 141) pC ( //- )
01/L
01/L
L
01/W01/W
W
nalp yek
h
noitceS
pC
elgna fooR
seiponaC hctiponoM )b(
(seerged)
)
05
01 51 0252 03
2.0+ 4.0+ 5.0+ 7.0+ 8.0+ 0.1+ 2.1+
5.0+ 8.0+ 2.1+ 4.1+ 7.1+ 0.2+ 2.2+
8.1+ 1.2+ 4.2+ 7.2+ 9.2+ 1.3+ 2.3+
1.1+ 3.1+ 6.1+ 8.1+ 1.2+ 3.2+ 4.2+
)
(
4.1- 3.1- 6.0- 5.0- 0=0
2.2- 8.1- 5.1- 3.1- 1= 8.1- 7.1- 1.1- 7.0- 0=5
5.2- 2.1- 6.1- 4.1- 1= 1.2- 2.2- 5.1- 9.0- 0=01
7.2- 6.2- 1.2- 4.1- 1= 5.2- 4.2- 8.1- 1.1- 0=51
0.3- 9.2- 6.1- 4.1- 1= 9.2- 8.2- 2.2- 3.1- 0=02
0.3- 9.2- 6.1- 4.1- 1= 2.3- 2.3- 6.2- 6.1- 0=52
8.2- 5.2- 5.1- 4.1- 1= 6.3- 8.3- 0.3- 8.1- 0=03
7.2- 2.2- 5.1- 4.1- 1=
. ()w52.0
-
/ ...
(Lw 13( )hw 141) pC :(//-)
3 321 3 2 1
h
noitceS
yponac yabitluM )c(
.
18.0 00.1 1 16.0 78.0 2 36.0 86.0 3
-
/ ...
fC :(/- )
(s/2m) b sv fC
5.0
02 01 5 2 1 6>
6 2.1 0.1 9.0 8.0 7.0 7.0 7.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 6 2/1= d/b
7.0 6.0 6.0 5.0 5.0 5.0 5.0 01> 2.0 2.0 2.0 2.0 2.0 2.0 2.0 01
2= d/b
7.1 3.1 1.1 0.1 9.0 8.0 8.0 8> 5.1 3.1 1.1 0.1 9.0 8.0 8.0 8
0.1 8.0 8.0 7.0 6.0 6.0 6.0 4> 1=d/b 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4 3/1=b/r 3.1 0.1 0.1 9.0 8.0 8.0 7.0 01> 1=d/b
6.0 6.0 6.0 5.0 5.0 5.0 5.0 01 6/1=b/r 4.0 3.0 3.0 3.0 3.0 3.0 3.0 3> 2/1=d/b 3.0 3.0 3.0 2.0 2.0 2.0 2.0 3 2/1=b/r 6/1=b/r 7.0 6.0 6.0 5.0 5.0 5.0 5.0 2/1=d/b 2=d/b
21/1=b/r 9.1 5.1 2.1 1.1 0.1 9.0 9.0 6.1 2.1 0.1 9.0 8.0 8.0 7.0 6> 2=d/b
6.0 6.0 5.0 5.0 5.0 5.0 5.0 6 4/1=b/r
01 01> 3/1=a/r8.0 5.0
8.0 5.0
9.0 5.0
0.1 5.0
1.1 5.0
3.1 6.0
5.1 6.0
6.1 3.1 2.1 1.1 9.0 9.0 9.0 21/1=a/r
6.1 3.1 2.1 1.1 9.0 9.0 9.0 84/1=a/r
-
/ ...
(s/2m) b sv fC
5.0
02 01 5 2 1
11 11> 4/1=b/r7.0 4.0
7.0 4.0
7.0 4.0
8.0 4.0
9.0 5.0
0.1 5.0
2.1 5.0
4.1 2.1 1.1 0.1 8.0 8.0 8.0 21/1=b/r
3.1 1.1 0.1 9.0 8.0 7.0 7.0 84/1=b/r
8 8> 4/1=b/r7.0 4.0
7.0 4.0
8.0 4.0
9.0 4.0
0.1 5.0
1.1 5.0
3.1 6.0
1.2 7.1 6.1 4.1 2.1 2.1 2.1 21/1>b/r>84/1
21 21> 7.0 7.0
7.0 7.0
8.0 7.0
9.0 7.0
0.1 8.0
1.1 9.0
3.1 1.1
4.1 3.1 2.1 2.1 1.1 0.1 0.1
-
/ ...
:(/- )
epC
5.2 D/h 01 = D/h 5.2 D/h01 = D/h eerged
0.1+ 0.1+0.1+ 0.1+ 0 9.0+ 9.0+9.0+ 9.0+ 01 7.0+ 7.0+7.0+ 7.0+ 02 53.0+ 53.0+4.0+ 4.0+ 03 0 00 0 04 5.0- 7.0- 4.0-5.0- 05 50.1- 2.1- 8.0-59.0- 06 52.1- 4.1- 1.1-52.1- 07 3.1- 54.1- 50.1-2.1- 08 2.1- 4.1- 58.0-0.1- 09
58.0- 1.1- 56.0-8.0- 001 4.0- 6.0- 53.0-5.0- 021 52.0- 53.0- 3.0-4.0- 041 52.0- 53.0- 3.0-4.0- 061 52.0- 53.0- 3.0-4.0- 081
(/-) . ( )m3.0>D
.( D ) : h
. ( D/h ) ( h ) .
( 3.0D/h) - (.-)
( 3.0
-
/ ..
-
: /-
(./-( )/- )
/- dohteM ngiseD htgnertS gnisU sdaoL derotcaF gninibmoC(:)
htgnertS ngiseD()
(:/-)
* :(/-)
L7.1+D4.1 )W7.1+L7.1+D4.1(57.0
W3.1+D9.0 L7.1+D4.1
)E78.1+L7.1+D4.1(57.0 E34.1+D9.0 L7.1+D4.1
H7.1+L7.1+D4.1H7.1+D9.0L7.1+D4.1
)R ro S(5.0+)H+L(7.1+)T+F+D(4.1)W 8.0 ro L0.1(+)R ro S( 7.1+D4.1)R ro S(5.0+L0.1+W7.1+D4.1H7.1+W7.1+D9.0
(I+L ) (L ) )L7 .1+T7.1+D4.1(57.0
T+D(4.1 ) *
.
-
/ ..
/- dohteM ngiseD ssertS elbawollA sdaoL derotcaF gninibmoC(:)
.
(./- )
* (/-)
L+D )W+L+D(
W+D L+D
)E+L+D(E+D L+D
H+L+DH+DL+D
( F4.1) (I+L ) (L )
)L+T+D( T+D()
)R ro S(+H+L+T+F+D)W ro L (+)R ro S( +D)R ro S( +L+W+DH+W+D
* .
-
... /
References
. " -
" .
. " )"(
.
. "
-" . . "
. . . "
" .
6. American Society of Civil Engineers "Minimum Design Loads for Buildings and Other Structures (ASCE7-05)," Structural Engineering Institute, 2006, 419pp.
7. ACI Committee 318 "Building Code Requirements for Structural Concrete and
Commentary (ACI 318M-08)," American Concrete Institute, 2008, 473pp.
8. International Code Council "International Building Code", International Code Council, INC., 2009, 731pp.
9. International Code Council "Uniform Building Code Vol.2: Structural
Engineering Design Provisions", 1997, 545pp.
10. British Standard Institution (BSI) "CP3: Code of Basic Data for the Design of Building, Chapter V: Loading, Part2: Wind Loads", British Standard Institution, London, 1972 with Amendments up to 2003, 48pp.
11. British Standard Institution (BSI) "British Standard BS 6399, Loading for
Buildings, Part1: Code of Practice for Dead and Imposed Loads", British Standard Institution, London, 1996 with Amendments up to 2002, 11pp.
-
... /
12. British Standard Institution (BSI) "British Standard BS 6399, Loading for Buildings, Part2: Code of Practice for Wind Loads", British Standard Institution, London, 1997 with Amendments up to 2002, 115pp.
13. British Standard Institution (BSI) "British Standard BS 6399, Loading for
Buildings, Part3: Code of Practice for Imposed Roof Loads", British Standard Institution, London, 1988 with Amendments up to 2002, 21pp.
14. British Standard Institution (BSI) "British Standard BS 648, Schedule of
Weights of Buildings Materials, British Standard Institution, London, 1964, 44pp.
15. Saudi Building Code National Committee "Saudi Building Code: Loading
and Forces SBC 301", 2007, 259pp. 16. Reynolds, C. E. and Steedman, J. C. " Reinforced Concrete Designners
Handbook", E & FN Spon, Taylor & Francis Group, 10 th ed., 1988, 449pp.
-
)(
/ ...
)( 1S
)A( XIDNEPPA 1S rotcaF yhpargopoT
- /-
.
., 1S , slobmyS(: ) /-
(./ -: ) L (./ -) : Z (./ -: ) s
(../ - ): eL ( .)L/Z:
(:epolS tnacifingiS ) /-
.,( ) (:erutaeF fo epyT ) /-
eL (,) eL . (,)
( < , )( > , . ) eL (. /- )
.
. Z (:rotcaF yhpargopoT 1S ) / -
( /- ) 1S : s eL
( . /- ) -
-
)(
/ ...
( ./- ) -
, : .
.(/-) s
1S eL :(/- ) = ()L/Z( epolS )
,( peetS ) , ,( wollahS ) L=eL L/sZ, + =1S
,/Z =eL s , + =1S
( )
( )
( )
-
)(
/ ...
:(/- )
s :(/- )
s :(/- )
all.pdfcoversomeList of Contentssome1 some2 -
Appendix A