KONSEP DASAR PERENCANAAN STRUKTUR Dasar-Dasar Peraturan Perencanaan
- Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung ( SK-SNI-T15-1991-03 ) dan revii !anuari 1993 - Peraturan Pe"#e#anan Indoneia untuk Gedung - 19$3 - Peraturan Peren%anaan Bangunan Ba&a Indoneia Mutu Bahan
a' T B*T+N - ,iakai "utu #eton #' TNGN - ,ia"eter 2 13 "" - ,ia"eter 4 13 ""
. K//5 . B!T, 3/ . B!TP /
Penyelidikan Tanah
- Peren%anaan ondai didaarkan ata hai6 en7e6idikan untuk "engetahui kondii 6aian tanah endukung dan "enentukan t7e ondai 7ang teat' Pemeanan
a' Be#an ati (,) Seuai dengan Peraturan Pe"#e#anan Indoneia dan #erat &eni #ahan 7ang diakai' #' Be#an 8idu () Be#an 8idu 7ang diakai ada6ah e#agai #erikut . - Seko6ahan . /50 kg" kg"/ / - Se6aartangga Se6aartangga . 300 kg" kg"/ / %' Ko"#inai Pe"#e#anan - Be#an Teta
. 1'/ 1'/ , , : 1'; 1';
Analisa Struktur
- Bangunan diidea6iaikan dengan ana6ia 3 di"eni dengan e6e"en truktur #a6ok dan ko6o" #eton' - na6ia truktur diren%anakan terhada #e#an vertika6 #erua #e#an 7ang ter#agi rata da6a" tia-tia 6antai 7ang diditri#uikan da6a" #a6ok-#a6ok' Sedangkan #e#an "eratateruat "eratat eruat 7ang #eker&a 6angung ada #a6ok diteri"a o6eh #a6ok' - na6ia truktur truktu r "e"akai rogra" #antu *TBS Noninier ?1
Perencanaan Perencanaan Elemen Struktur
- Perhitungan Perhitungan e6e"en truktur #erdaarkan ada eraturan 7ang #er6aku Data Perencanaan
- !arak antar ko6o" - Tinggi ko6o" - Bahan ata - Ke"iring Ke"iringan an ata - utu #eton - utu #a&a - Tegangan tanah - Pondai
. . . . . .
"a@ ? "eter 3'; "eter eta6 Aoo= /5 dera&at dera&at dan ;0 dera&at dera&at K//5 , 4 13 "" / , 2 13 "" 3/ . 0'/ kg%"/ . eneru 1/0 %"
Pr!"erties
- ode6 - ,eign %ode - Porta6 Porta6 ko6o" ko6o" dan #a6o #a6ok k - Tinggi antai - kuran ko6o"
. . . . .
- kuran #a6ok
.
- utu #a&a
. 7 7 %
. . .
Porta6 3, SKSNI #eton #eto n #ertu6ang #ertu6ang 3'; " 30 @ 30 %" 15 @ 35 %" 15 @ 30 %" 15 @ 15 %" 30 @ ;0 %" 30 @ 0 %" /0 @ 30 %" 15 @ 30 %" 30 @ 50 %" , 4 13 "" / , 2 13 "" 3/ 3/0 a /0 a //'5 a
#NPUT DATA Bean Mati $D%& Beban Pelat Lantai - Sei t/0 - Kera"ik - P6a=ond : enggantung
( ( (
/ @ / @ 1 @
/1 ) / ) 1$ )
/1 ) / )
/ kg"/ 0 kg"/ / kg"/
/1 ) / ) D%
/ kg"/ $ kg"/ 90 kg"/
/'5 ) 1?00 D%
D%
Beban Pelat Atap - Sei t/0 - Kera"ik
( (
/ @ 0 @ D%
Beban Pelat Tangga - Sei t/0 - Kera"ik
Beban Dinding - Batu #ata h/50
( (
/ @ / @
( 0'15 @
/ $ 1$ 10$
kg"/ kg"/ kg"/ kg"/
;3?'5 kg" ;3?'5 kg"
Bean 'idu" $%%&
- Be#an hidu te"at tingga6 - Be#an tangga Beban Hidup Atap (LL) - Be#an 8idu (air hu&an) - Be#an hidu
Beban tandon (LL) - Be#an 8idu (air hu&an) - Be#an hidu
( 0'05 @
(
0'/ @
%% %%
/50 kg"/ 300 kg"/
%%
50 kg"/ 100 kg"/ 150 kg"/
%%
/00 kg"/ 100 kg"/ 300 kg"/
1000 )
1000 )
Statika
enggunakan rogra" Struktur na6ii Progra" /000 =% /5 a =7 350 a =7 /0 a ,6at 10$ kg"/ ,ata / kg"/ ,tandon / kg"/ ,tangga / kg"/ ,dinding 90 kg" 6at /50 kg"/ ata 150 kg"/ tandon 150 kg"/ tangga 300 kg"/ P ata 1000 kg ,eign Kode CI 31$ - 99
PER'#TUN(AN P#%E CAP Pile Ca" Ty"e P) $* tian+ & Arah , $ )*.)*./0 mm*& Data - data =%> P Se6i"ut #eton 8t d β% #k6"
/0 /0000 ;0 350 /90 1
a kg "" "" ""
T7e !u"6ah @ 7
P1 / tiang 1/00 "" 1/00 ""
500 ""
hk6"
500 ""
#o #k6" : /0'58t
$50 ""
ho hk6" : /0'58t
$50 ""
Cek (eser P!ns
<%1
<%/
/(#o:ho)d /($50:$50)/90
(1:/β%) @ (=%>0'5 ;) @ (1:/1) @ (/0D0'5 ;) @ 9$;000 //0?;3 N
E
//0?;'3 kg
(=%>0'5 3) @ (/0D0'5 3) @ 9$;000 1;9$/ N
E
1;9$'/ kg
,ia"#i6 7ang terke%i6 ---2 <% Cek . <% 1;9$ Berarti di"eni i6e %a #ia diakai'
2 2
9$;000 ""/
1;9$'/ kg Pφ 33333'333
(ok)
Penulan+an Pile Ca" Data-data
=%> (#eton) =7> (#a&a) d> $)&
/5'00 a 350'00 a ;0 ""
8t # F i6e %a
0'5 "
/P 0'; "
1
0'50 "
/P
/0000 kg
350 "" 1/00 "" 100$
kg"
u
0';0 "
1'/ @ ( /P'1 - 1/'F'D/) 1'/ @ (/0000@0'5-1/@100$@0';D/)
Fi6e %a 8t @ B @ /00 0'35 @ 1'/ @ /00
11?$/'/? kg"
100$ kg"
"in "ak
0'00/5 0?5 @ (0$5 @ /5)350 @ 0$5 @ H;00(;00:350) 0'0/
u d ϕ
11?$/'/?/ kg" 350 - ;0 0'$0
An
11?'$/ kN" /90'00 ""
(11?'$/ @ 10D;) (0$ @ 1/00 @ /90D/) J 0$5 1 -LrtH1 - (/353 @ 1'59)/5M 0'0;05 @ /5350 akai 0'003 @ 1/00 @ /90
As
1'59 a
0'0;05 0'003
2 4
0'00/5 0'0/
0.0043 )0123/ ""/
mm* 150';3
di"akai ,13 - 100
( 13/? ""/ )
Pile Ca" Ty"e P* $* tian+ & Arah 4 $ )*.)*./0 mm*& Data - data =%> P Se6i"ut #eton 8t d β% #k6"
/0 /0000 ;0 350 /90 1
a kg "" "" ""
500 ""
hk6"
500 ""
#o #k6" : /0'58t
$50 ""
ho hk6" : /0'58t
$50 ""
T7e !u"6ah @ 7
P/ / tiang 1/00 "" 1/00 ""
Penulan+an Pile Ca" Data-data
=%> (#eton) =7> (#a&a) d> $)&
/5'00 a 350'00 a ;0 ""
8t #
350 "" 1/00 ""
F i6e %a
0'5 " 0'?5 " 1 u
0'5 " 0'?5 "
/P
/P
/0000 kg
1'/ @ ( /P'1 - 1/'F'D/) 1'/ @ (/0000@0'5-1/@100$@0'?5D/)
Fi6e %a 8t @ B @ /00 0'35 @ 1'/ @ /00
1059'$0 kg"
100$ kg"
"in "ak
0'00/5 0?5 @ (0$5 @ /5)350 @ 0$5 @ H;00(;00:350) 0'0/
u d ϕ
1059'$ kg" 350 - ;0 0'$0
An
(10';0 @ 10D;) (0$ @ 1/00 @ /90D/) J 0$5 1 -LrtH1 - (/353 @ 1'/95;)/5M 0'0535 @ /5350 akai 0'003$ @ 1/00 @ /90
As
100$
mm* 1330'05
10';0 kN" /90'00 ""
1'/95; a
0'0535 0'003$
2 4
0.0038 )//20 ""/ di"akai ,13 - 100
( 13/? ""/ )
0'00/5 0'0/
kg"
D#A(RAM #NTERAKS# KO%OM $/5/& C (a) (a)
//'5 3/0
# ("") h ("")
300 300
1
PERHITU!A DIA!RA" ITERA#$I #%L%" 1.4 6 )
N k ( n P
1.2 1
Mn
0.8 0.6
P
0.4 0.2
2) 0 0'0/599$/3 0'0;?$5? 0'0/599$/3 0'5$5$933$ 0';$?1?1 0'/31$019? 0
2* 0 0'0?;$39 0'0$$9/11 0'0?;$39 0';;553;?; 0'53//91 0'//9/?0?/ 0
2/ 0 0'0;90115? 0'10913$9 0'0;90115? 0'?51$015 0'59;11/ 0'//;?39? 0
21 0 0'090//;3 0'1/9?$$; 0'090//;3 0'$/$/353 0';59$5$$/ 0'///0$// 0
20 0 0'11100/1 0'15031/ 0'11100/1 0'90;;91 0'?/35?353 0'//1;?;9? 0
77 0 0 0 0 1 1 0 0
77 0 0 0 0 1 1 0 0
77 0 0 0 0 1 1 0 0
0 0
0.05
0.1
0.15
Mn (kN-M)
T7e okai No' =ra"e *TBS P(kg) (kg-")
K1 t' 1 C/ 3??$3 ;9
Perencanaan Tulangan u (kN") ;'9 Puφ (kN) 3??'$/;; g (""/) 90000 e ("") 1?'1$ Pu(0$5=>%gO) 0'33?? O ue 0';5 Pu(0$5=>%gO) @ (eh) 0'0193 akai 0'01 A pe,lu() Dipa&ang Apa'ai () atau Dipa&ang tul utaa Apa'ai () Dipa&ang tul e'&t,a Apa'ai () Atot pa'ai () Pembesian begel : $* $ $3 $in $pa'ai
900 8 d)3 *+08 1 d)3 804 1 d)3 804 *+08 d10 480 -+ 300 -+ d10 - 256
0.2
0.25
PENU%AN(AN KO%OM $/./& P /?51/'00 kg '5 kg'" an&ang tekuk 50 %" # ht
30 %" 30 %"
eo1
P
eo/
1 30 ht 30 30
'5 /?51/'00
1
eo eo1 : eo/
1'0/
eo 1'0/ ht 30
%"
0'0339
0'00
0'0/
%"
%"
%"
dari ta#e6 PBI>?1 10';'/ untuk #a&a kera -----2 C / C1
1
5'93
/
e1 C1 C/ ( 6k 100'ht )/ ' ht
1
5'93 ( '003 %"
e/
0'15 ht
eu
eo : e1 : e/ 1'0/ :
eau P ' eau
50
30 )/
100
30
'50 %"
'003 :
'5
9'5/ %"
eu : ( 1/ ht ) 9'5/ : 15'0 /'5/ %" /?51/'00 @
/'5/
;?5;';; kg'%" ;?5';5 kg'"
Pemesian k!l!m 9 - 6e#ar ko6o" - #eton de%king - te#a6 e=ekti= d - utu #eton =%> - utu #a&a =7
"
K-/50 -35
300 "" /0 "" /$0 "" /5 a 350 Pa
=% (0$5 '=7) 350 (0'$5 ' /5) 1;'?
An (φ # d/) ;?5;;;(0'$5'300'/$0/$0) 3'3? ρ
(1") (1 -
( 1 - ((/ An ")=7)) )
(11;'?)(1-
( 1 - ((/ ' 3'3?'1;'?)350)))
0'0105;
er6u ρ '# 'd ,iaang tu6angan Pemesian e+el 9 d8 ,engkang
S1 $@$ S/ 1;@13 S3 S"in
0'0105; ( a%t
8 D 77
/0$ 3$ /0$ 300 /0$
300
/$0
10;1 ""/)
""
"" "" "" ""
$,13 d$ - /0$
300
300
$$;'9/ ""/
Tael Penulan+an %!n+itudinal Bal!k E baja c! = # =
200,000 Mpa 15 Mpa 2$0 Mpa
Ting kat antai dua
T/pe
E baja = c! = # =
o. btg (ETAB$)
SB1(30@;5) S / SB/(30@0) S kanti6ever / SB/(30@0) S kanti6ever / SB3(/0@0) S / SB(/0@30) S /
"tu #g" b "lu #g" () ()
B;3 B10 B// B/; B5$
d ()
2 b.
2 a2
()
()
1a2 ()
"na2 ('g.)
200,000 Mpa 22"5 Mpa %20 Mpa "n a2 beton "u50.8 pe,lu
Rn
a2
in
pe,lu in A& pe,lu tul pa'ai A& ada 6a2 7 ()
*-4- -40 43+9 33** +4* 9*0 39+9 +98 *3499
300 300 300 300 300 300 00 00 00 00
+-0 +-0 400 400 400 400 400 400 300 300
5$5 5$5 335 335 335 335 335 335 /35 /35
1?'9 1?'9 /39'3 /39'3 /39'3 /39'3 /39'3 /39'3 1;?'9 1;?'9
313' 101$919 313' 101$919 1?9'5 5$3$3 1?9'5 5$3$3 1?9'5 5$3$3 1?9'5 5$3$3 1?9'5 3$$9$9 1?9'5 3$$9$9 1/5'9 /?/$?3 1/5'9 /?/$?3
;03; ;03; 1509; 1509; 1509; 1509; 100; 100; 953 953
Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan
1'$$// 1'1;15 1';/1/ 1'//93 0'/3$0 0'/;3; /'09?9 1'91 1'5/// 0'$$1;
0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9
0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5
0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$
1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/
0'00$5 0'0051 0'00?/ 0'005 0'0010 0'0011 0'009; 0'00;; 0'00;$ 0'003$
0.008- 0.00-8 0.009 0.00-8 0.00-8 0.00-8 0.00+ 0.00++ 0.00+8 0.00-8
19; 10/ ?/9 5$; 5$; 5$; ; 31$ /?
$ ,1; ; ,1; ; ,13 ; ,13 5 ,13 5 ,13 5 ,13 ,13 3 ,13 3 ,13
*+08 *0+ 9+ 9+ ++3 ++3 ++3 -3* 38 38
9-44993*9* *9* +9-9 -0 -00 -9 *0*0
300 300 300 300 00 00 00 00 00 00
+-0 +-0 400 400 400 400 300 300 400 400
5$5 5$5 335 335 335 335 /35 /35 335 335
1?'9 1?'9 /39'3 /39'3 /39'3 /39'3 1;?'9 1;?'9 /39'3 /39'3
313' 101$919 313' 101$919 1?9'5 5$3$3 1?9'5 5$3$3 1?9'5 3$$9$9 1?9'5 3$$9$9 1/5'9 /?/$?3 1/5'9 /?/$?3 1?9'5 3$$9$9 1?9'5 3$$9$9
;03; ;03; 1509; 1509; 100; 100; 953 953 100; 100;
Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan Tdk er6u tu6 tekan
0'91$; 0'5$1 1'1??3 0'$0;0 0'3?59 0'33/5 1'0?51 0'5;59 1'3;3 0'5;/5
0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9 0'03?9
0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5 0'0/$5
0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$ 0'005$
1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/ 1$'$/
0'000 0'00/5 0'005/ 0'0035 0'001; 0'001 0'00? 0'00/ 0'00; 0'00/
0.00-8 0.00-8 0.00-8 0.00-8 0.00-8 0.00-8 0.00-8 0.00-8 0.00+4 0.00-8
10/ 10/ 5$; 5$; 391 391 /? /? /? 391
; ,1; ; ,1; 5 ,13 5 ,13 3 ,13 3 ,13 3 ,13 3 ,13 ,13 3 ,13
*0+ *0+ ++3 ++3 38 38 38 38 -3* 38
*+8* 940
00 00
300 300
1'90/ 0'03?9 0'0/$5 0'005$ 1$'$/ 0'00$; 0'$3?5 0'03?9 0'0/$5 0'005$ 1$'$/ 0'003;
0.008+ 0.00-8
05 /?
,13 3 ,13
-3* 38
antai ta TB1(30@;5) T B5/ TB/(30@0) kanti6ever TB/(/0@0) kanti6ever TB3(/0@30)
T B10?
S(/0@30)
S B?;
T B/0 / T B1/$ / TB/B(/0@0) T B51 / antai atu
/35 1;?'9 1/5'9 /35 1;?'9 1/5'9
/?/$?3 /?/$?3
953 Tdk er6u tu6 tekan 953 Tdk er6u tu6 tekan
Tael Penulan+an (eser Bal!k Mutu Bahan 9 //'5 a Bet!n 9 /0 a Ba:a 9 N!
Dimensi Bal!k B$cm& '$cm&
k+
M"a
;
;
M"a
M"a
k+
y $"er )m& mm
A hit mm*
A min =ml tul e+el mm* kaki mm
A "k mm*
Ket
SB1(30@;5) SB/(30@0) SB/(30@0) SB3(/0@0) SB(/0@30)
30 30 30 /0 /0
;5 0 0 0 30
1111 5;10 /0/$ 5$ /190
0'? 0'? 0'? 0'? 0'?
tu6 geer tu6 rakti tu6 rakti tu6 geer tu6 rakti
0'5? 0'? 0'1? 0'?3 0'3?
0'10 -0'01 -0'31 0'/; -0'11
ok ok ok ok ok
1'90 1'90 1'90 1'90 1'90
//103 $35? $35? ;;9? ?$3
1000 1000 1000 1000 1000
199 -1 -;3; 35; -15/
/ / / /$ /$
/ * * * *
) - )0 8 - )0 8 - )0 8 - )0 8 - )0
15?/ ;?0 ;?0 ;?0 ;?0
tu6 ge er tu6 rakti tu6 rakti tu6 geer tu6 rakti
TB1(30@;5) TB/(30@0) TB/(/0@0) TB3(/0@30) TB/B(/0@0)
30 30 /0 /0 /0
;5 0 0 30 0
51;5 3$15 1?9 1/9 /$0
0'? 0'? 0'? 0'? 0'?
tu6 rakti tu6 rakti tu6 rakti tu6 rakti tu6 rakti
0'/; 0'3/ 0'// 0'/1 0'35
-0'/1 -0'1; -0'/5 -0'/? -0'1/
ok ok ok ok ok
1'90 1'90 1'90 1'90 1'90
1?5$1 $35? ;;9? ?$3 ;;9?
1000 1000 1000 1000 1000
-3; -3/; -3? -3?0 -1?/
/ / /$ /$ /$
* * * * *
) - )0 8 - )0 8 - )0 8 - )0 8 - )0
10$ ;?0 ;?0 ;?0 ;?0
tu6 rakti tu6 rakti tu6 rakti tu6 rakti tu6 rakti
S(/0@30)
/0
30
/35
0'?
tu6 rakti
0'39
-0'0$
ok
1'90
3?/$
1000
-11;
/$
*
3 - )0
3?;
tu6 rakti
Tael Penulan+an (eser Bal!k Mutu Bahan 9 //'5 a Bet!n 9 /0 a Ba:a 9 N!
Dimensi Bal!k B$cm& '$cm&
k+
M"a
;
;
M"a
M"a
k+
y $"er )m& mm
A hit mm*
A min =ml tul e+el mm* kaki mm
A "k mm*
Ket
SB1(30@;5) SB/(30@0) SB/(30@0) SB3(/0@0) SB(/0@30)
30 30 30 /0 /0
;5 0 0 0 30
1111 5;10 /0/$ 5$ /190
0'? 0'? 0'? 0'? 0'?
tu6 geer tu6 rakti tu6 rakti tu6 geer tu6 rakti
0'5? 0'? 0'1? 0'?3 0'3?
0'10 -0'01 -0'31 0'/; -0'11
ok ok ok ok ok
1'90 1'90 1'90 1'90 1'90
//103 $35? $35? ;;9? ?$3
1000 1000 1000 1000 1000
199 -1 -;3; 35; -15/
/ / / /$ /$
/ * * * *
) - )0 8 - )0 8 - )0 8 - )0 8 - )0
15?/ ;?0 ;?0 ;?0 ;?0
tu6 ge er tu6 rakti tu6 rakti tu6 geer tu6 rakti
TB1(30@;5) TB/(30@0) TB/(/0@0) TB3(/0@30) TB/B(/0@0)
30 30 /0 /0 /0
;5 0 0 30 0
51;5 3$15 1?9 1/9 /$0
0'? 0'? 0'? 0'? 0'?
tu6 rakti tu6 rakti tu6 rakti tu6 rakti tu6 rakti
0'/; 0'3/ 0'// 0'/1 0'35
-0'/1 -0'1; -0'/5 -0'/? -0'1/
ok ok ok ok ok
1'90 1'90 1'90 1'90 1'90
1?5$1 $35? ;;9? ?$3 ;;9?
1000 1000 1000 1000 1000
-3; -3/; -3? -3?0 -1?/
/ / /$ /$ /$
* * * * *
) - )0 8 - )0 8 - )0 8 - )0 8 - )0
10$ ;?0 ;?0 ;?0 ;?0
tu6 rakti tu6 rakti tu6 rakti tu6 rakti tu6 rakti
S(/0@30)
/0
30
/35
0'?
tu6 rakti
0'39
-0'0$
ok
1'90
3?/$
1000
-11;
/$
*
3 - )0
3?;
tu6 rakti
KONTROL TEBAL PELAT Cek Teal Plat Data-data #e #Q (induk) h (induk) te#a6 6at induk anak
1/?'5 30 50 1/ $0 300
%" %" %" %" %" %"
=%> (#eton) =7> (#a&a) # (anak) h (anak) te#a6 6at
&al'( )ndu( %0*50 Leba, e:e'ti: #e 1 @ ($0 : 30) 30 : $ @ 1/ : $ @ 1/ 30 : 1/@$0 : 1/@$0 diakai #e terke%i6 ada6ah 1/?'5 %" Ine,tia balo' (Ib) 7 30@3$@19 : 1/?'5@1/@ 30@3$ : 1/?'5 @ 1/ I# 11/@30@3$D3 : 30@3$(3;'?;-19)D/ : 11/@1/?'5@1/D3 : 1/?'5@(-3;'?;) --349.+8-33+ %" Ine,tia pelat (I&) I 11/ @ $0 @ 1/D3 didaat
1/?'5 %" /// %" 510 %"
3+.9+ %"
+*0 %"
/5 /0 /0 30 1/
a a %" %" %"
KONTROL TEBAL PELAT Cek Teal Plat Data-data #e #Q (induk) h (induk) te#a6 6at induk anak
1/?'5 30 50 1/ $0 300
%" %" %" %" %" %"
=%> (#eton) =7> (#a&a) # (anak) h (anak) te#a6 6at
&al'( )ndu( %0*50 Leba, e:e'ti: #e 1 @ ($0 : 30) 30 : $ @ 1/ : $ @ 1/ 30 : 1/@$0 : 1/@$0 diakai #e terke%i6 ada6ah 1/?'5 %" Ine,tia balo' (Ib) 7 30@3$@19 : 1/?'5@1/@ 30@3$ : 1/?'5 @ 1/ I# 11/@30@3$D3 : 30@3$(3;'?;-19)D/ : 11/@1/?'5@1/D3 : 1/?'5@(-3;'?;) --349.+8-33+ %" Ine,tia pelat (I&) I 11/ @ $0 @ 1/D3 didaat α 5953?'9;$5393/; ;91/0 &al'( +na( 20*%0 & #e 1 @ (300 : /0) /0 : $ @ 1/ : $ @ 1/ /0 : 1/@300 : 1/@300 diakai #e terke%i6 ada6ah $0 Ine,tia balo' (Ib) 7 /0@1$@9 : $0@1/@/ /0@1$ : $0 @ 1/ I# 11/@/0@1$D3 : /0@1$(/'/?-9)D/ : 11/@$0@1/D3 : $0@(/-/'/?) *0-3*.3 %" Ine,tia pelat (I&) I 11/ @ 300 @ 1/D3 didaat α 105/31'3 3/00 α" / @ $';1 : / @ /' n 510 - (1/ @ 30 : 1/ @ 30 ) Sn 3/0 - (1/ @ /0 : 1/ @ /0 ) β $0 300
1/?'5 %" /// %" 510 %"
3+.9+ %"
+*0 %"
$';1
$0 %" /1/ %" 3/0 %" %" 4.9 %"
4300 %"
/' 5'5/ $0 %" 300 %" 1';0
/5 /0 /0 30 1/
a a %" %" %"
,ari ru"u-ru"u te#a6 "ini"u" dari e6at . h"in $0 @ (0'$ : (/01500)) 3; : 5@1';0H5'5/-(0'1/(1:(11';0))) -.8+ %" tetai tidak kurang dari . h $0(0'$ : (/01500)) 3; : 9 @ 1';0 dan tidak er6u 6e#ih dari . h $0(0'$ : (/01500)) 3; Maka "lat teal )* cm isa di"akai
9'1 %"
4
1/ %"
(+K)
1/'$0 %"
2
1/ %"
(+K)
PENU%AN(AN P%AT Data - data te#a6 6at te#a6 ei te#a6 tege6 #e#an 6a=ond
0'1/ / / 1$
Beban ati e6at 0'1/ @ /00 ei / @ /1 kera"ik / @ /
,, Beban idup air hu&an guna
" %" %" kg"/
/$$ kg"/ / $ 3?$ kg"/
0 /50 /50 kg"/
80/23 kg"/
, Beban be,:a'to, , 1/ @ 3?$ : 1; @ /50
#e#an guna
/50 kg"/
Statika L 6@ 67 676@ !eit enuhe6ati 1/ Qt@ (tabel &etela inte,pola&i) Qt7 (tabel &etela inte,pola&i) 6@ 0001@ $53'; @ 3'00D/ @ 5 67 0001@ $53'; @ 3'00D/ @ 3$ t@ 0001@ $53'; @ 3'00D/ @ 5 t7 0001@ $53'; @ 3'00D/ @ 3$
$53'; kg"/ 3'00 " '30 "
*.43 /
-4.00 39.+9
4*4.8- kg" 8.39 kg" 4*4.8- kg" 8.39 kg"
Penulan+an Data-data =%> (#eton) =7> (#a&a) d> $)&
/5 a h /0 a # /0 "" (d6" ruang)
"in "ak apangan u 1'$9; 9'$1000kg" d 1/0 - /0 u #d/
3'$9 1 @ 0'1D/
1/0 "" 1000 ""
0'00/5 0'00 3'$9 kN" 100 ""
3$9'1/$9
0'00/0
4
0'00/5
akai 0'00/5 @ 1000 @ 100
0.00- /50'00 ""/
Tumpuan u 1'$9; 9'$1000kg" d 1/0 - /0
3'$9 kN" 100 ""
u #d/
3'$9 1 @ 0'1D/
3$9'1/$9
0'00/0
0'00/5 @ 1000 @ 100 > 000/ @ 1000 @ 1/0
0.00- /50'00 ""/ /0 ""/
apangan # u /$9'3?0 9'$1000kg" d 1/0 - /0
/'?1 kN" 100 ""
akai
u #d/
/'?1 1 @ 0'1D/
/?1'/9
0'001
0'00/5 @ 1000 @ 100
0.00- /50'00 ""/
Tumpuan # u /$9'3?0 9'$1000kg" d 1/0 - /0
/'?1 kN" 100 ""
akai
u #d/
/'?1 1 @ 0'1D/
akai 0'00/5 @ 1000 @ 100 > 000/ @ 1000 @ 1/0
/?1'/9
0'001
0.00- /50'00 ""/ /0 ""/
4
0'00
4 4
0'00/5 0'00
4 4
0'00/5 0'00
4 4
0'00/5 0'00
Reka"itulasi %a"an+an , (tu6 ata) Tum"uan , (tu6 ata) Tu"uan R (tu6 #agi) %a"an+an 4 (tu6 ata) Tum"uan 4 (tu6 ata) Tu"uan (tu6 #agi)
mm2 /50'00 /50'00 /0 /50'00 /50'00 /0
mm φ10 - 300 φ10 - 300 φ; - 100 φ10 - 300 φ10 - 300 φ; - 100
( /;/ ""/ ) ( /;/ ""/ ) ( /$3 ""/ ) ( /;/ ""/ ) ( /;/ ""/ ) ( /$3 ""/ )
!udu6 ,oku"ent
No' ,o% Aev
Ta#e6 Penu6angan P6at (Ta#e6 CA)
Tael Penulan+an Plat 7 %> T7e Pe6at
6antai
L#" L#h (kg"/) 90 /50
/00 kg%"/ //5 kg%"/ Ju
ht (%")
h@ (") h7 (")
(kg"/) $53';0
1/
0'095 0'0$5
/0 Pa //'5 Pa
,i"enion 6@ 67 676@ (") (") 3'00
Bar dia"et ,e%king
1'00 %" /'00 %"
Koe=' o"en (kN") An (Pa) Ct@ Ct7 t@ t7 t-@ t-7 C6@ C67 6@ 67 An-@ An-7
'30 1'3 1enu /
r "a@ "in
r t-@ 6-@
t-7 6-7
0'00 0'00/5
0'00 0'00/5
0'00 0'00/5
B antai
90 300
933';0
1/
0'095 0'0$5
/'00
3'00 1'50 1enu /
C ata t3
;0 150
;00'00
10
0'0?5 0'0;5
/'00
3'00 1'50 1enu /
. BTNSKSNITS0/- .
R- dire%' rein=or%e"ent - dire%' rein=or%e"ent t-@(""/) ,ia("") t-@(""/) t-7(""/) ,ia("") t-@(""/) 6-@(""/) ,ia("") 6-@(""/) 6-7(""/) ,ia("") 6-@(""/) N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 300 /;/ N* φ 10 − 400 19; N* φ 10 − 300 /;/ N* φ 10 − 400 19; N* φ 10 − 300 /;/
Catatan: * belum termasuk berat sendiri plat ** sudah termasuk berat sendiri plat
PENULANGAN PLAT TANGGA ATAS DAN BAWAH Data - data - Ba6ok dia"#i6 #entang 7ang teran&ang - Tu"uan &eit-&eit te#a6 6at te#a6 ei te#a6 tege6 #e#an 6a=ond #e#an enggantung #e#an C : ia te#a6 air hu&an #e#an guna
0'15 / 3 0 0 0 0 300
" %" %" kg"/ kg"/ kg"/ " kg"/
(amar Rencana 1?/'5 kg" 1?/'5 kg" 1'5
"
=%> (#eton) =7> (#a&a) d> otred antrade α
//'5 a 3/0 a /0 "" 1'5 " 0'3 " 0'1? " 5'0 dera&at
PENULANGAN PLAT TANGGA ATAS DAN BAWAH Data - data - Ba6ok dia"#i6 #entang 7ang teran&ang - Tu"uan &eit-&eit te#a6 6at te#a6 ei te#a6 tege6 #e#an 6a=ond #e#an enggantung #e#an C : ia te#a6 air hu&an #e#an guna
0'15 / 3 0 0 0 0 300
" %" %" kg"/ kg"/ kg"/ " kg"/
=%> (#eton) =7> (#a&a) d> otred antrade α
(amar Rencana 1?/'5 kg" 1?/'5 kg" 1'5
"
/"
B+A,*S
1'5 "
IG8TNK TNGG L 1?/'5 kg"/
Pemeanan &eban terbagi rata Beban ati e6at H0'15%o : 0'1?/ @ /00 ei / @ /1 kera"ik 3 @ / 6a=ond enggantung C : ia ,, Beban idup air hu&an guna ,
?13'11? kg"/ / ?/ 0 0 0 $/?'11? kg"/
0 kg"/ 300 300 kg"/
//'5 a 3/0 a /0 "" 1'5 " 0'3 " 0'1? " 5'0 dera&at
Beban be,:a'to, , 1/ @ $/?'1/ : 1; @ 300
)1>*201 kg"/
Statika - Tu"uan &eit-&eit - Be#an "erata L 1?/'5 kg"/ 1'5 " - Be#an teruat 6at anak tangga tengah * . ) %" (#orde) P 1'5 @ 0'5 @ / @ 1?/'5 //0$'$1 kg 1'5 - 0'5 @ 100 1 " tangga #orde
110 @ 1?/'5 @ 1'5D/ 0'9 @ //0$'$1 @ 1'000 1'5
331'3// kg" 13/5'/9 kg"
Penulan+an Penulangan tangga u =%> (#eton) =7> (#a&a)
"in "ak
331'3/ kg" //'5 a 3/0 a
# h d>
1000 "" 150 "" /0 ""
1 3/0 0'00 0?5 @ (0$5 @ //'5)3/0 @ 0$5 @ H;00(;00:3/0) 0'0/$
u d ϕ An
331'3/ kg" 3'31 kN" 150 - /0 130 "" 0'$ (3'31 @ 10D;) 0'/51 a (0$ @ 1000 @ 130D/) J 0$5 1 -LrtH1 - (/353 @ 0'/51)//'5M 0'0110 0'0110 @ //'53/0 0'000$ 2 4 0.0044 akai 0382>0 ""/ 0'00 @ 1000 @ 130 *32 ""/ > 0'00/ @ 1000 @ 130 Tulan+an (tu6 tarik) Tu6angan (tu6 tekan Penulangan bo,de& u =%> (#eton) =7> (#a&a)
"in "ak
13/5'/9 kg" //'5 a 3/0 a
5;$'?5 /;0'00
# h d>
1 3/0 0'00 0?5 @ (0$5 @ //'5)3/0 @ 0$5 @ H;00(;00:3/0) 0'0/$
0'00 0'0/$
,1/ - 1?5 ( ;; ""/ ) ,$ - /00 ( /51 ""/ )
1000 "" 150 "" /0 ""
(""/) 5;$'?5 3/30'/;?0?
u d ϕ An
13/5'/9 kg" 13'/5 kN" 150 - /0 130 "" 0'$ (13'/5 @ 10D;) 0'9$0/ a (0$ @ 1000 @ 130D/) J 0$5 1 -LrtH1 - (/353 @ 0'9$0/)//'5M 0'0? 0'0? @ //'53/0 0'0031 2 4 0.0044 akai 0382>0 ""/ 0'00 @ 1000 @ 130 *32 ""/ > 0'00/ @ 1000 @ 130 Tulan+an (tu6 tarik) Tu6angan (tu6 tekan
(amar Penulan+an
5;$'?5 /;0'00
0'00 0'0/$
,1/ - 1?5 ( ;; ""/ ) ,$ - /00 ( /51 ""/ )
(""/) 5;$'?5 3/30'/;?0?
