Single Box Culvert Structural Design 1.5m x 1.5m.xls

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Kumpulan Jurutera Perunding

PROJECT :

PROJECT : PJEPJE

JOB NO JOB NO ::

DESIGNED

DESIGNED BY BY :: ILLAHIILLAHI

DATE :

DATE : 10S!"1510S!"15

STRUCTURAL DESIGN OF BO CUL!ERTS " #B #IG#$A% LOAD & STRUCTURAL DESIGN OF BO CUL!ERTS " #B #IG#$A% LOAD &

C#L$ERT

C#L$ERT NO. NO. :: 1.500% x 1.500%1.500% x 1.500%

INPUT DATA INPUT DATA DIMENSIONS OF R.C BOX DIMENSIONS OF R.C BOX I&'!(&)l *+,'-  I&'!(&)l *+,'-  15001500%%%% AA DD I&'!(&)l -!+/-'  I&'!(&)l -!+/-'  15001500%%%% )ll '-+&!ss  )ll '-+&!ss  230230%%%% Sl) '-+&!ss  Sl) '-+&!ss  300300%%%% E E!!''++! ! **++,,''- -  11663300 %%%% E E!!''++! ! --!!++//--' '  11880000 %%%% B B CC ASSU'PTIONS ASSU'PTIONS T-+&!ss 7 ")!%!&'  T-+&!ss 7 ")!%!&'  110110%%%% #&+' *!+/-' 7 s7+l  #&+' *!+/-' 7 s7+l  2020 #&+' *!+/-' 7 7&(!'!  #&+' *!+/-' 7 7&(!'!  2424 #&+' *!+/-' 7 ")!%!&'  #&+' *!+/-' 7 ")!%!&'  2424 S7+l 7!(  S7+l 7!(  00%%%% :: :: LOADING LOADING HB *-!!l l7), 

HB *-!!l l7),  2.52.5NN**-!-!!l !l NONOR;R;ALLALLY #Y #SE SE 25 25 #N#NIT IT HB  HB  4545<2<2.5.52.2.5=5=NNHHEEEE

;)x.7!>+!&' 7 l)'!()l ;)x.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  !)('- "(!ss?(!  0.0. ;+&.7!>+!&' 7 l)'!()l ;+&.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  !)('- "(!ss?(!  0.20.2

PARTIAL FACTOR OF SAFETY PARTIAL FACTOR OF SAFETY

@BASED ON BS5400:PART 2 @BASED ON BS5400:PART 2 D!), l7), @7&(!'!  D!), l7), @7&(!'!  1.151.15 S?"!(+%"7s!, ,!), l7),  S?"!(+%"7s!, ,!), l7),  1.651.65 HB H+/-*) l7),  HB H+/-*) l7),  1.301.30 E)('- "(!ss?(!  E)('- "(!ss?(!  1.501.50 #LS 7( 7&(!'!  #LS 7( 7&(!'!  1.101.10 MATERIAL PROPERTIES MATERIAL PROPERTIES ?  ?  3030     4040 :: :: N% N%33 N% N%33 N% N%33 N%% N%%22 N%% N%%22

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2

28844994455225533..xxllss 22

BO CUL!ERT ANAL%SIS BO CUL!ERT ANAL%SIS

UNFACTORED LOAD UNFACTORED LOAD S S!!ll  **!!++//--' ' 77  ''77" " ssll))    66..2200  !!++//--' ' 77  *)*)lllls s   88..4455  !!++//--''77""))!!%%!!&&'' 22..44  !!++//--''77ss77++ll77!!(( 00..0000 H HBBHH++//--**))ll77)),, 8844..1166 <N7'!: <N7'!:

D+s"!(s+7& 7 *-!!l l7), +s ')!& )s 2:1 +& s7+l @BS5400 D+s"!(s+7& 7 *-!!l l7), +s ')!& )s 2:1 +& s7+l @BS5400 :"' 2:"' 2 7( ,!"'- 7 ll .0%  ,!"'-  1.8% F 7&s+,!( 2 )xl!s 7&l 7( ,!"'- 7 ll .0%  ,!"'-  1.8% F 7&s+,!( 2 )xl!s 7&l

L

L  11..991 % 1 % @@ll77&&//++''??,,++&&))l l ,,++ss""!!((ss++77&& B

B  33..111 % 1 % @@''(())&&ss!!((ss! ! ,,++ss""!!((ss++77&&

ANAL

ANALYSIS OF BOYSIS OF BOX X

@@AA CCAASSE E 1 1 : : 77( ( %%))xx..BB; ; ))&&, , ss--!!))( ( 77& & **))lll l   %%))xx. . --77////++&&// B;

B; )' 7(&!(sF 7&s+,!( %)x. l)'!()l !)('-)' 7(&!(sF 7&s+,!( %)x. l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! *)ll +& !%"' "(!ss?(! )'+&/ 7& '-! *)ll +& !%"'

7&,+'+7&. 7&,+'+7&. P P1 1     AA **--!!((!!   PP11F F PP2 2   !!))((''- - ""((!!ssss??((!!   P2   B P2   B P P11 2233..1188 P P22 5588..8822 T T7" sl) "(7" sl) "(!ss?(!ss?(! !  134.5134.5 B B))ss!!""((!!ssss??((!! 114455..2255 :: :: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. 7 '-! 7x. EE;;@@AADD   3333..55 NN%%%%  ;;@@AADD   5500..3344 NN%%%%  EE;;@@AABB   1100..1111 NN%%%% E; E;@BA @BA   12.012.033 N%N%%%  ;;@@AABB   11..00 NN%%%%  EE;;@@BBCC   33..2233 NN%%%%  ;;@@BBCC   5544..3344 NN%%%% ;7%!&' ,+s'(+?'+7& @)s! 1: ;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F ,+s'(+?'+7& )'7( F D D@@AADD    DD@@BBCC   00..5544 II@@ssll))   22225500000000000000 D D@@AABB    DD@@DDCC   00..44 II@@**))llll   11001133991166 JJ77++&&''ss AA BB A ADD AABB BBAA BBCC D D 00..5544 00..44 00..44 00..5544  EE;; 3333.. 1100..11 1122..00 33..22 1 122.. 1100..99 1111..22 1133..00 55.. 55..44 3 3..00 22.. 22..55 22..99 11..33 11..33 0 0..66 00.. 00.. 00..66 00..33 00..33 0 0..22 00..11 00..11 00..22   1166..11 1166..11 1199..55 1199..55   :: ::

@@BB CCAASSE E 2 2 : : 77( ( %%))xx..ss))////++&&/ / %%77%%!!&&' ' ++& & ''--! ! ''77" "   77''''77%% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. )'+&/ 7& '-! 7x. P P11 66..6633 P P22 1199..11  EE;;@@AABB   33..3366 NN%%%%  ;;@@AABB 55..5533 NN%%%% EE;;@@BBAA   44..0011 NN%%%% ;7%!&' ,+s'(+?'+7& @)s! 2: ;7%!&' ,+s'(+?'+7& @)s! 2: JJ77++&&''ss AA BB A ADD AABB BBAA BBCC D D 00..5544 00..44 00..44 00..5544  EE;; 3333.. 3..434 44..00 33..22 1 1..22 1144..00 1155..00 1166..33 66..55 66..00 4 4..00 33..55 33..33 33..88 11.. 11..66 0 0..99 00..88 00..88 00..99 00..44 00..44 0 0..22 00..22 00..22 00..22   1122..33 1122..33 1144..11 1144..11   N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22

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BO CUL!ERT ANAL%SIS BO CUL!ERT ANAL%SIS

UNFACTORED LOAD UNFACTORED LOAD S S!!ll  **!!++//--' ' 77  ''77" " ssll))    66..2200  !!++//--' ' 77  *)*)lllls s   88..4455  !!++//--''77""))!!%%!!&&'' 22..44  !!++//--''77ss77++ll77!!(( 00..0000 H HBBHH++//--**))ll77)),, 8844..1166 <N7'!: <N7'!:

D+s"!(s+7& 7 *-!!l l7), +s ')!& )s 2:1 +& s7+l @BS5400 D+s"!(s+7& 7 *-!!l l7), +s ')!& )s 2:1 +& s7+l @BS5400 :"' 2:"' 2 7( ,!"'- 7 ll .0%  ,!"'-  1.8% F 7&s+,!( 2 )xl!s 7&l 7( ,!"'- 7 ll .0%  ,!"'-  1.8% F 7&s+,!( 2 )xl!s 7&l

L

L  11..991 % 1 % @@ll77&&//++''??,,++&&))l l ,,++ss""!!((ss++77&& B

B  33..111 % 1 % @@''(())&&ss!!((ss! ! ,,++ss""!!((ss++77&&

ANAL

ANALYSIS OF BOYSIS OF BOX X

@@AA CCAASSE E 1 1 : : 77( ( %%))xx..BB; ; ))&&, , ss--!!))( ( 77& & **))lll l   %%))xx. . --77////++&&// B;

B; )' 7(&!(sF 7&s+,!( %)x. l)'!()l !)('-)' 7(&!(sF 7&s+,!( %)x. l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! *)ll +& !%"' "(!ss?(! )'+&/ 7& '-! *)ll +& !%"'

7&,+'+7&. 7&,+'+7&. P P1 1     AA **--!!((!!   PP11F F PP2 2   !!))((''- - ""((!!ssss??((!!   P2   B P2   B P P11 2233..1188 P P22 5588..8822 T T7" sl) "(7" sl) "(!ss?(!ss?(! !  134.5134.5 B B))ss!!""((!!ssss??((!! 114455..2255 :: :: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. 7 '-! 7x. EE;;@@AADD   3333..55 NN%%%%  ;;@@AADD   5500..3344 NN%%%%  EE;;@@AABB   1100..1111 NN%%%% E; E;@BA @BA   12.012.033 N%N%%%  ;;@@AABB   11..00 NN%%%%  EE;;@@BBCC   33..2233 NN%%%%  ;;@@BBCC   5544..3344 NN%%%% ;7%!&' ,+s'(+?'+7& @)s! 1: ;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F ,+s'(+?'+7& )'7( F D D@@AADD    DD@@BBCC   00..5544 II@@ssll))   22225500000000000000 D D@@AABB    DD@@DDCC   00..44 II@@**))llll   11001133991166 JJ77++&&''ss AA BB A ADD AABB BBAA BBCC D D 00..5544 00..44 00..44 00..5544  EE;; 3333.. 1100..11 1122..00 33..22 1 122.. 1100..99 1111..22 1133..00 55.. 55..44 3 3..00 22.. 22..55 22..99 11..33 11..33 0 0..66 00.. 00.. 00..66 00..33 00..33 0 0..22 00..11 00..11 00..22   1166..11 1166..11 1199..55 1199..55   :: ::

@@BB CCAASSE E 2 2 : : 77( ( %%))xx..ss))////++&&/ / %%77%%!!&&' ' ++& & ''--! ! ''77" "   77''''77%% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. )'+&/ 7& '-! 7x. P P11 66..6633 P P22 1199..11  EE;;@@AABB   33..3366 NN%%%%  ;;@@AABB 55..5533 NN%%%% EE;;@@BBAA   44..0011 NN%%%% ;7%!&' ,+s'(+?'+7& @)s! 2: ;7%!&' ,+s'(+?'+7& @)s! 2: JJ77++&&''ss AA BB A ADD AABB BBAA BBCC D D 00..5544 00..44 00..44 00..5544  EE;; 3333.. 3..434 44..00 33..22 1 1..22 1144..00 1155..00 1166..33 66..55 66..00 4 4..00 33..55 33..33 33..88 11.. 11..66 0 0..99 00..88 00..88 00..99 00..44 00..44 0 0..22 00..22 00..22 00..22   1122..33 1122..33 1144..11 1144..11   N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22 N% N%22

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2

28844994455225533..xxllss 33

DESIGN MOMENT

DESIGN MOMENT ENVELOPEENVELOPE H

H77////++&&// %%77%%!!&&' ' ))' ' 77''''77% % 77((&&!!((s s  1199..4499 NN%%%% 1199..4499

H

H77////++&&// %%77%%!!&&' ' ))' ' ''77" " 77((&&!!((s s  1166..1155 NN%%%% 1166..1155

S

S))////++&&// %%77%%!!&&''))''''77""ssll)) 3388..0055 NN%%%% 3388..0055

S

S))////++&&// %%77%%!!&&' ' ))' ' 77''''77% % ssll))   4400..22 NN%%%% 4400..22

H

H77////++&&// %%77%%!!&&''77*)*)llll 11..6611 NN%%%% 11..6611 SHEAR SHEAR 7!( '7 (!)(  7!( '7 (!)(  5050%%%% s+! 7 (!)(  s+! 7 (!)(  1212%% %% ,+). ,+). 7( 7( Sl).Sl). 12 12%% %% ,+).7( ,+).7( )ll.)ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 )! 7 s?""7('s?""7('.. S-!)( +& )s! sl) : S-!)( +& )s! sl) : E E!!''++! ! ,,!!""''--F F , ,  224444 %%%% S S--!!))( ( $ $  3388..0055 NN%% S-!)( +& *)ll : S-!)( +& *)ll : E E!!''++!!,,!!""''--FF,, 116644 %%%% RR11 1100..5522 P P33KK 4499..55 S S--!!))(($$ 1188..4444 NN%% PP33 11..5555 REINFORCEMENT DESIGN REINFORCEMENT DESIGN H

H77////++&&// SS''!!!!l )l )' B' B77''''77% C% C77((&&!!((s s :: @+ Sl) @+ Sl) = = 00..00110099112200  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   224411..0000  223311..88 A Ass@@((!!MM 221100 @++ *)ll @++ *)ll = =  00..002211445566993333  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   1199..6655  1155..33 A Ass@@((!!MM 229955 H

H77////++&&// SS''!!!!l l ))' ' TT77" " CC77((&&!!((s s :: @+ Sl) @+ Sl) = =  00..000099559999552299  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   224411..3366  223311..88 A Ass@@((!!MM 118855 @++ *)ll @++ *)ll = =  00..0011888866991166  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   116600..2266  1155..33 A Ass@@((!!MM 225599 :: :: S S))////++&&// SS''!!!!l l ))' ' TT77" " SSll))  :: = =  00..0022113300441111  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   223388..0088  223311..88 A Ass@@((!!MM 441100 S S))////++&&// SS''!!!!l l ))' ' BB77''''77% % SSll))  :: = =  00..002222554411880011  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   223366..6633  223311..88 A Ass@@((!!MM 443344 H

H77////++&&// SS''!!!!l l ++& & ))lll l :: = =  00..000011888855996644  00..1155 N7 7%".s'!!l (!M?+(!,. N7 7%".s'!!l (!M?+(!,.   116633..33  1155..33 A Ass@@((!!MM 22 ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7& ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&   D+s'(+?'+7& D+s'(+?'+7& S'!!l S'!!l   0.150.15 @+ Sl) @+ Sl) A Ass@@%%++&& 33 @++ )ll @++ )ll A Ass@@%%++&& 2211 REINFORCE'ENT PRO!ISION REINFORCE'ENT PRO!ISION @A

@A S#PPORT S#PPORT STEELSTEEL @I TOP SLAB @I TOP SLAB

?s! Y ?s! Y 1212 s")+&/s")+&/ 300300  A Ass@@((!!MM  33 A Ass@@""((77 336666

@II BOTTO; SLAB @II BOTTO; SLAB

?s! Y ?s! Y 1212 s")+&/s")+&/ 300300  A Ass@@((!!MM  33 A Ass@@""((77 336666 @III ALL @III ALL ?s! Y ?s! Y 1212 s")+&/s")+&/ 300300  A Ass@@((!!MM  229955 A Ass@@""((77 336666 %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_% %% %%22_%_%

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@B ;IDSPAN STEEL @I TOP SLAB

?s! Y 12 s")+&/ 250 

As@(!M  410

As@"(7 452

::

@II BOTTO; SLAB

?s! Y 12 s")+&/ 250  As@(!M  434 As@"(7 452 @III ALL ?s! Y 12 s")+&/ 300  As@(!M  21 As@"(7 366 S#EAR C#ECK @+B)s! S-!)(  38.05 N S-!)( s'(!ss   0.1 "s 0.15   0.41 ( S)ear i* OK+ @++ )ll S-!)(  18.44 N S-!)( s'(!ss   0.11 "s 0.22   0.50 ( S)ear i* OK+ %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% N%%2 N%%2 N%%2 N%%2

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284945253.xls 5 L

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%%4 %%4

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284945253.xls 9

Kumpulan Jurutera Perunding

PROJECT : PJE

JOB NO :

DESIGNED BY : ILLAHI

DATE : 10S!"15

STRUCTURAL DESIGN OF BO CUL!ERTS " #B #IG#$A% LOAD &

C#L$ERT NO. : 1500% x 1500 *+'- s7+l 7!( INPUT DATA DIMENSIONS OF R.C BOX I&'!(&)l *+,'-  1500 %% A D I&'!(&)l -!+/-'  1500 %% )ll '-+&!ss  230 %% Sl) '-+&!ss  300 %% E!'+! *+,'-  1630 %% E!'+! -!+/-'  1800 %% B C ASSU'PTIONS T-+&!ss 7 ")!%!&'  110 %% #&+' *!+/-' 7 s7+l  20 #&+' *!+/-' 7 7&(!'!  24 #&+' *!+/-' 7 ")!%!&'  24 S7+l 7!(  1000 %% :: LOADING

HB *-!!l l7),  2.5 N*-!!l NOR;ALLY #SE 25 #NIT HB  45<2.5112.5=NHE

;)x.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.

;+&.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.2

PARTIAL FACTOR OF SAFETY

@BASED ON BS5400:PART 2 D!), l7), @7&(!'!  1.15 S?"!(+%"7s!, ,!), l7),  1.65 HB H+/-*) l7),  1.30 E)('- "(!ss?(!  1.50 #LS 7( 7&(!'!  1.10 MATERIAL PROPERTIES ?  30   40 :: N%3 N%3 N%3 N%%2 N%%2

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BO CUL!ERT ANAL%SIS UNFACTORED LOAD S!l *!+/-' 7 '7" sl)  6.20 !+/-' 7 *)lls  8.45 !+/-'7")!%!&' 2.4 !+/-'7s7+l7!( 20.00 HBH+/-*)l7), 41.81 <N7'!:

D+s"!(s+7& 7 *-!!l l7), +s ')!& )s 2:1 +& s7+l @BS5400 :"' 2 7( ,!"'- 7 ll .0%  ,!"'-  1.8% F 7&s+,!( 2 )xl!s 7&l

L  2.91 % @l7&/+'?,+&)l ,+s"!(s+7& B  4.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

@A CASE 1 : 7( %)x.B; )&, s-!)( 7& *)ll  %)x. -7//+&/ B; )' 7(&!(sF 7&s+,!( %)x. l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! *)ll +& !%"'

7&,+'+7&. P1   A *-!(!  P1F P2  !)('- "(!ss?(!   P2   B P1 42.98 P2 68.2 T7" sl) "(!ss?(!  99.26 B)s!"(!ss?(! 109.9 :: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. E;@AD  24.6 N%% ;@AD  36.14 N%% E;@AB  15.45 N%% E;@BA  16.38 N%% ;@AB  24.2 N%% E;@BC  26.42 N%% ;@BC  41.14 N%% ;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F D@AD  D@BC  0.54 I@sl)  2250000000 D@AB  D@DC  0.4 I@*)ll  1013916 J7+&'s A B AD AB BA BC D 0.54 0.4 0.4 0.54 E; 24.8 15.5 16.4 26.4 5.0 4.3 4.6 5.4 2.3 2.2 1.2 1.1 1.0 1.2 0.5 0.5 0.3 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1  18.2 18.2 20.5 20.5  ::

@B CASE 2 : 7( %)x.s)//+&/ %7%!&' +& '-! '7"  7''7% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. P1 14.33 P2 2.21 E;@AB  5.15 N%% ;@AB 8.21 N%% E;@BA  5.69 N%% ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s A B AD AB BA BC D 0.54 0.4 0.4 0.54 E; 24.8 5.2 5.8 26.4 10.5 9.1 10.0 11. 5.0 4. 2.6 2.3 2.1 2.4 1.1 1.2 0. 0.5 0.5 0. 0.3 0.2 0.1 0.1 0.1 0.1  10.9 10.9 12. 12.  N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2

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284945253.xls 11 DESIGN MOMENT ENVELOPE

H7//+&/ %7%!&' )' 7''7% 7(&!(s  20.53 N%% 20.53

H7//+&/ %7%!&' )' '7" 7(&!(s  18.19 N%% 18.19

S)//+&/ %7%!&')''7"sl) 2.29 N%% 2.29 S)//+&/ %7%!&' )' 7''7% sl)  28.50 N%% 28.50 S)//+&/ %7%!&'7*)ll 5.2 N%% 5.2 SHEAR 7!( '7 (!)(  50 %% s+! 7 (!)(  12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  244 %% S-!)( $  28.81 N% S-!)( +& *)ll : E!'+!,!"'-F, 164 %% R1 1.4 P3K 9.45 S-!)($ 26.09 N% P3 23.15 REINFORCEMENT DESIGN H7//+&/ S'!!l )' B7''7% C7(&!(s : @+ Sl) =  0.011495468  0.15 N7 7%".s'!!l (!M?+(!,.  240.84  231.8 As@(!M 221 @++ *)ll =  0.02205192  0.15 N7 7%".s'!!l (!M?+(!,.  19.51  15.3 As@(!M 310 H7//+&/ S'!!l )' T7" C7(&!(s : @+ Sl) =  0.010182946  0.15 N7 7%".s'!!l (!M?+(!,.  241.21  231.8 As@(!M 19 @++ *)ll =  0.02002416  0.15 N7 7%".s'!!l (!M?+(!,.  160.04  15.3 As@(!M 265 :: S)//+&/ S'!!l )' T7" Sl) : =  0.014616983  0.15 N7 7%".s'!!l (!M?+(!,.  239.94  231.8 As@(!M 283 S)//+&/ S'!!l )' B7''7% Sl) : =  0.0159558  0.15 N7 7%".s'!!l (!M?+(!,.  239.59  231.8 As@(!M 306 S)//+&/ S'!!l +& )ll : =  0.005695542  0.15 N7 7%".s'!!l (!M?+(!,.  162.86  15.3 As@(!M 80 ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As@%+& 3 @++ )ll As@%+& 21 REINFORCE'ENT PRO!ISION @A S#PPORT STEEL

@I TOP SLAB

?s! Y 12 s")+&/ 300 

As@(!M  3

As@"(7 366

@II BOTTO; SLAB

?s! Y 12 s")+&/ 300  As@(!M  3 As@"(7 366 @III ALL ?s! Y 12 s")+&/ 300  As@(!M  310 As@"(7 366 %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_%

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?s! Y 12 s")+&/ 300 

As@(!M  3

As@"(7 366

::

@II BOTTO; SLAB

?s! Y 12 s")+&/ 300  As@(!M  3 As@"(7 366 @III ALL ?s! Y 12 s")+&/ 300  As@(!M  21 As@"(7 366 S#EAR C#ECK @+B)s! S-!)(  28.81 N S-!)( s'(!ss   0.12 "s 0.15   0.41 ( S)ear i* OK+ @++ )ll S-!)(  26.09 N S-!)( s'(!ss   0.1 "s 0.22   0.50 ( S)ear i* OK+ %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% N%%2 N%%2 N%%2 N%%2

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284945253.xls 13 EL

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%%4 %%4

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284945253.xls 16

Kumpulan Jurutera Perunding

PROJECT : PJE

JOB NO :

DATE : 10S!"15

C#L$ERT NO. : 1.950% x 3.500% *+'- s7+l 7!( INPUT DATA DIMENSIONS OF R.C BOX I&'!(&)l *+,'-  3500 %% A D I&'!(&)l -!+/-'  1950 %% )ll '-+&!ss  250 %% Sl) '-+&!ss  350 %% E!'+! *+,'-  3650 %% E!'+! -!+/-'  2300 %% B C ASSU'PTIONS T-+&!ss 7 ")!%!&'  110 %% #&+' *!+/-' 7 s7+l  20 #&+' *!+/-' 7 7&(!'!  24 #&+' *!+/-' 7 ")!%!&'  24 S7+l 7!(  1000 %% :: LOADING

HB *-!!l l7),  2.5 N*-!!l NOR;ALLY #SE 25 #NIT HB  45<2.52.5=NHEE

;)x.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.

;+&.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.2

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L  2.91 % @l7&/+'?,+&)l ,+s"!(s+7& B  4.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

7&,+'+7&. P1   A *-!(!  P1F P2  !)('- "(!ss?(!   P2   B P1 43.46 P2 89.01 T7" sl) "(!ss?(!  100.69 B)s!"(!ss?(! 108.19 :: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. E;@AD  118.11 N%% ;@AD  166.16 N%% E;@AB  26.20 N%% E;@BA  31.21 N%% ;@AB  43.80 N%% E;@BC  12.69 N%% ;@BC  190.18 N%% ;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F D@AD  D@BC  0.4 I@sl)  3562916 D@AB  D@DC  0.54 I@*)ll  1302083333 J7+&'s A B AD AB BA BC D 0.4 0.54 0.54 0.4 E; 118.1 26.2 31.2 12.8 41.5 49.4 51.9 43.6 2.0 24.6 11.9 14.1 13.4 11.3 .6 6.0 3.1 3. 3.8 3.2 1.9 1.8 0.9 1.0 1.0 0.8  0.8 0.8 6.8 6.8  ::

@B CASE 2 : 7( %)x.s)//+&/ %7%!&' +& '-! '7"  7''7% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. P1 14.49 P2 29.6 E;@AB  9.06 N%% ;@AB  14.0 N%% E;@BA  10.40 N%% ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s A B AD AB BA BC D 0.4 0.54 0.54 0.4 E; 118.1 9.1 10.4 12.8 49.8 59.2 3.2 53.2 31. 29. 14.4 16.2 1.1 13.5 8.0 8. 3.6 4.4 4.6 3.9 2.3 2.2 1.1 1.3 1.2 1.0  49.1 49.1 55.2 55.2  N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2

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H7//+&/ %7%!&' )' 7''7% 7(&!(s  6.68 N%% 6.68

H7//+&/ %7%!&' )' '7" 7(&!(s  0.66 N%% 0.66

S)//+&/ %7%!&' )' '7" sl)  128.06 N%% 128.06 S)//+&/ %7%!&' )' 7''7% sl)  135.02 N%% 135.02 H7//+&/ %7%!&'7*)ll 20.46 N%% 20.46 SHEAR 7!( '7 (!)(  50 %% s+! 7 (!)(  12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  294 %% S-!)( $  125.62 N% S-!)( +& *)ll : E!'+!,!"'-F, 194 %% R1 22.48 P3K 68.8 S-!)($ 44.90 N% P3 2.29 REINFORCEMENT DESIGN H7//+&/ S'!!l )' B7''7% C7(&!(s : @+ Sl) =  0.02138499  0.15 N7 7%".s'!!l (!M?+(!,.  285.20  269.3 As@(!M 0 @++ *)ll =  0.00030484  0.15 N7 7%".s'!!l (!M?+(!,.  180.0  184.3 As@(!M 941 H7//+&/ S'!!l )' T7" C7(&!(s : @+ Sl) =  0.02343066  0.15 N7 7%".s'!!l (!M?+(!,.  28.13  269.3 As@(!M 544 @++ *)ll =  0.053824019  0.15 N7 7%".s'!!l (!M?+(!,.  181.1  184.3 As@(!M 83 :: S)//+&/ S'!!l )' T7" Sl) : =  0.049386561  0.15 N7 7%".s'!!l (!M?+(!,.  26.86  269.3 As@(!M 115 S)//+&/ S'!!l )' B7''7% Sl) : =  0.05206036  0.15 N7 7%".s'!!l (!M?+(!,.  265.86  269.3 As@(!M 1223 H7//+&/ S'!!l +& )ll : =  0.018131083  0.15 N7 7%".s'!!l (!M?+(!,.  190.01  184.3 As@(!M 268 ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As@%+& 441 @++ )ll As@%+& 291 REINFORCE'ENT PRO!ISION @A S#PPORT STEEL

@I TOP SLAB

?s! Y 12 s")+&/ 200 

As@(!M  544

As@"(7 55

@II BOTTO; SLAB

?s! Y 12 s")+&/ 165  As@(!M  0 As@"(7 4 @III ALL ?s! Y 12 s")+&/ 100  As@(!M  941 As@"(7 1131 %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_%

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?s! Y 1 s")+&/ 150 

As@(!M  115

As@"(7 1340

::

@II BOTTO; SLAB

?s! Y 1 s")+&/ 150  As@(!M  1223 As@"(7 1340 @III ALL ?s! Y 12 s")+&/ 300  As@(!M  291 As@"(7 366 S#EAR C#ECK @+B)s! S-!)(  125.62 N S-!)( s'(!ss   0.43 "s 0.22   0.44 ( S)ear i* OK+ @++ )ll S-!)(  44.90 N S-!)( s'(!ss   0.23 "s 0.58   0.6 ( S)ear i* OK+ %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% N%%2 N%%2 N%%2 N%%2

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284945253.xls 21 L

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284945253.xls 25

Kumpulan Jurutera Perunding

PROJECT : PJE

JOB NO :

DATE : 10S!"15

C#L$ERT NO. : 1.950% x 3.500% INPUT DATA DIMENSIONS OF R.C BOX I&'!(&)l *+,'-  3500 %% A D I&'!(&)l -!+/-'  1950 %% )ll '-+&!ss  250 %% Sl) '-+&!ss  350 %% E!'+! *+,'-  3650 %% E!'+! -!+/-'  2300 %% B C ASSU'PTIONS T-+&!ss 7 ")!%!&'  110 %% #&+' *!+/-' 7 s7+l  20 #&+' *!+/-' 7 7&(!'!  24 #&+' *!+/-' 7 ")!%!&'  24 S7+l 7!(  0 %% :: LOADING

HB *-!!l l7),  2.5 N*-!!l NOR;ALLY #SE 25 #NIT HB  45<2.5112.5=NHE

;)x.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.

;+&.7!>+!&' 7 l)'!()l

!)('- "(!ss?(!  0.2

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L  1.91 % @l7&/+'?,+&)l ,+s"!(s+7& B  3.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

7&,+'+7&. P1   A *-!(!  P1F P2  !)('- "(!ss?(!   P2   B P1 23.6 P2 9.21 T7" sl) "(!ss?(!  13.08 B)s!"(!ss?(! 143.48 :: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. E;@AD  159.4 N%% ;@AD  239.20 N%% E;@AB  18.46 N%% E;@BA  22.48 N%% ;@AB  30.61 N%% E;@BC  18.14 N%% ;@BC  252.20 N%% ;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F D@AD  D@BC  0.4 I@sl)  3562916 D@AB  D@DC  0.54 I@*)ll  1302083333 J7+&'s A B AD AB BA BC D 0.4 0.54 0.54 0.4 E; 159.5 18.5 22.5 18.1 4.4 6. 69.1 . 39.5 38.3 18.1 21.5 20.8 16.5 10.4 10.6 4.6 5. 5.8 4.9 2.9 2.8 1.3 1. 1.5 1.3  60.9 60.9 66.9 66.9  ::

@B CASE 2 : 7( %)x.s)//+&/ %7%!&' +& '-! '7"  7''7% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. P1 6.89 P2 23.06 E;@AB  .1 N%% ;@AB  10.24 N%% E;@BA  6.49 N%% ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s A B AD AB BA BC D 0.4 0.54 0.54 0.4 E; 159.5 .2 6.5 18.1 60.1 83.3 86.2 63.4 43. 41. 19.9 23.6 22. 19.0 11.3 11.8 5.2 .1 .4 5.4 3.2 3.1 1.5 1.6 1.6 1.4  2.8 2.8 8.9 8.9  N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2 N%2

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H7//+&/ %7%!&' )' 7''7% 7(&!(s  66.89 N%% 66.89

H7//+&/ %7%!&' )' '7" 7(&!(s  60.88 N%% 60.88

S)//+&/ %7%!&' )' '7" sl)  16.35 N%% 16.35 S)//+&/ %7%!&' )' 7''7% sl)  183.31 N%% 183.31 H7//+&/ %7%!&'7*)ll 43.6 N%% 43.6 SHEAR 7!( '7 (!)(  50 %% s+! 7 (!)(  12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  294 %% S-!)( $  1.62 N% S-!)( +& *)ll : E!'+!,!"'-F, 194 %% R1 14.89 P3K 59.0 S-!)($ 32.28 N% P3 19.9 REINFORCEMENT DESIGN H7//+&/ S'!!l )' B7''7% C7(&!(s : @+ Sl) =  0.03003503  0.15 N7 7%".s'!!l (!M?+(!,.  283.84  269.3 As@(!M 96 @++ *)ll = 0.089826  0.15 N7 7%".s'!!l (!M?+(!,.  166.66  184.3 As@(!M 1095 H7//+&/ S'!!l )' T7" C7(&!(s : @+ Sl) =  0.026334081  0.15 N7 7%".s'!!l (!M?+(!,.  284.68  269.3 As@(!M 34 @++ *)ll =  0.0266294  0.15 N7 7%".s'!!l (!M?+(!,.  169.3  184.3 As@(!M 986 :: S)//+&/ S'!!l )' T7" Sl) : =  0.0800912  0.15 N7 7%".s'!!l (!M?+(!,.  29.69  269.3 As@(!M 133 S)//+&/ S'!!l )' B7''7% Sl) : =  0.0609266  0.15 N7 7%".s'!!l (!M?+(!,.  28.64  269.3 As@(!M 1604 H7//+&/ S'!!l +& )ll : =  0.03869304  0.15 N7 7%".s'!!l (!M?+(!,.  185.26  184.3 As@(!M 592 ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As@%+& 441 @++ )ll As@%+& 291 REINFORCE'ENT PRO!ISION @A S#PPORT STEEL

@I TOP SLAB

?s! Y 12 s")+&/ 150 

As@(!M  34

As@"(7 654

@II BOTTO; SLAB

?s! Y 1 s")+&/ 100  As@(!M  96 As@"(7 2010 @III ALL ?s! Y 12 s")+&/ 100  As@(!M  1095 As@"(7 1131 %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_% %%2_%

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?s! Y 1 s")+&/ 100 

As@(!M  133

As@"(7 2010

::

@II BOTTO; SLAB

?s! Y 1 s")+&/ 100  As@(!M  1604 As@"(7 2010 @III ALL ?s! Y 12 s")+&/ 100  As@(!M  592 . As@"(7 1131 S#EAR C#ECK @+B)s! S-!)(  1.62 N S-!)( s'(!ss   0.56 "s 0.8   0.4 ( S)ear i* OK+ @++ )ll S-!)(  32.28 N S-!)( s'(!ss   0.16 "s 0.58   0.6 ( S)ear i* OK+ %%2_% %%2_% %%2_% %%2_% %%2_% N%%2 N%%2 N%%2 N%%2

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284945253.xls 29 EL

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