BAB IV PERHITUNGAN KEKUATAN TIANG PANCANG DAN PONDASI A. PERHITUNGAN PERHITU NGAN KEKUAT KEKUATAN TIANG PANCANG A. DATA TANAH DATA HASIL PENGUJIAN
No
Kedalaman ;$ (m (m) ; (m) $ * . &
%"%% &"%% $%"%% $&"%% %"%%
&"%% $%"%% $&"%% %"%% &"%%
LABORATORIUM (DATA BOR TANAH) 2 g Jenis Tana! Tana! (7N
SONDIR
:9 (7N
SPT Nilai SPT
N & $ / *& .
( Tabel IV. A.1 Data Tanah )
B. DATA BAHAN Jenis 1iang 'an2ang 3 Be1on 4e01lang Dimensi 1iang 'an2ang5 Panang 1iang 'an2ang5 Ka1 1e7an 4e1on 1iang 'an2ang5 Be0a1 4e1on 4e01lang5
D6 L6 9 2= 6 >2 6
%"*% ."%% & .
m m MPa 7N
C. TAHANAN AKSIAL TIANG PANCANG 1. BERDASARKAN KEKUATAN BAHAN
A 6 ' < . ? D 6 Las 'enam'ang 1iang 'an2ang5 @' 6 A ? L ? >2 6 Be0a1 1iang 'an2ang5 9 2= 6 Ka1 1e7an 4e1on 1iang 'an2ang5 Ka'asi1as d7ng nominal 1iang 'an2ang5
%"%/%/ ,"/+ &%%%
m 7N 7Pa
Pn 6 %"*% ? 9 2= ? A $" ? @' 6 96 8a71o0 0ed7si 7e7a1an5 9 ? Pn 6 Ta!anan Ta!anan a7sial 1iang 'an2ang5
& %",% *$*"%
7N 7N
2. BERDASARKAN DATA BOR TANAH (SKEMPTON) a. Tahanan ujung
P4 6 A4 ? 24 ? N2 Ta!anan Ta!anan ng ng nominal nominal di!i1ng dengan 0ms 0ms 3 A4 6 Las 'enam'ang ng 4a>a! 1iang (m )5 24 6 Ko!esi 1ana! di 4a>a! dasa0 1iang (7N
m m 7N
. Tahanan g!"!#
Ps 6 S C ad ? 2 ? As Ta!anan Ta!anan gese7 nominal men01 men01 S7em'1on S7em'1on 3 ad 6 9a71o0 ad!esi 2 6 Ko!esi 1ana! di se'anang 1iang (7N
D 6 %"*%% m As 6 ' ? D ? L$
ad
Ps
(7N) %"-* -+"/-% %"/& $%&"*+% %"&& $*."/$* %"&* *%$"/*-"$.& Ps 6 S ad ? 2 ? As 6 -"$.&
7N
( Tabel IV. A. 2 Perhitungan Tahanan Gesek Nominal Tiang Pancang )
%. Tahanan a#"&a' &ang an%ang Ta!anan Ta!anan nominal nominal 1iang 'an2ang5 'an2ang5 8a71o0 0ed7si 7e7a1an5 Ta!anan Ta!anan a7sial 1iang 'an2ang5 'an2ang5
Pn 6 P4 Ps 6 96 9 ? Pn 6
,*"$* %",% */"--
7N 7N
2. BERDASARKAN DATA BOR TANAH (SKEMPTON) a. Tahanan ujung
P4 6 A4 ? 24 ? N2 Ta!anan Ta!anan ng ng nominal nominal di!i1ng dengan 0ms 0ms 3 A4 6 Las 'enam'ang ng 4a>a! 1iang (m )5 24 6 Ko!esi 1ana! di 4a>a! dasa0 1iang (7N
m m 7N
. Tahanan g!"!#
Ps 6 S C ad ? 2 ? As Ta!anan Ta!anan gese7 nominal men01 men01 S7em'1on S7em'1on 3 ad 6 9a71o0 ad!esi 2 6 Ko!esi 1ana! di se'anang 1iang (7N
D 6 %"*%% m As 6 ' ? D ? L$
ad
Ps
(7N) %"-* -+"/-% %"/& $%&"*+% %"&& $*."/$* %"&* *%$"/*-"$.& Ps 6 S ad ? 2 ? As 6 -"$.&
7N
( Tabel IV. A. 2 Perhitungan Tahanan Gesek Nominal Tiang Pancang )
%. Tahanan a#"&a' &ang an%ang Ta!anan Ta!anan nominal nominal 1iang 'an2ang5 'an2ang5 8a71o0 0ed7si 7e7a1an5 Ta!anan Ta!anan a7sial 1iang 'an2ang5 'an2ang5
Pn 6 P4 Ps 6 96 9 ? Pn 6
,*"$* %",% */"--
7N 7N
*. BERDASARKAN HASIL U+I SONDIR (BAGEMANN) a. Tahanan Tahanan ujung P4 6 > ? A4 ? :2 Ta!anan Ta!anan ng nominal di!i1ng dengan 0ms 3 > 6 9a71o0 0ed7si nilai 1a!anan ng nominal 1iang5 A4 6 las ng 4a>a! 1iang (m)5 :2 6 1a!anan 1a!anan 'ene10asi 'ene10asi 7e02 7e0211 s1a1is ang ang me0'a7an me0'a7an nilai 0a1a0a1 0a1a0a1a a di!i1ng di!i1ng da0i -" a1as dasa0 1iang sam'ai ."D di 4a>a! dasa0 1iang 1 iang (7N
a! das :2 6 $ . 1iang 'an2ang5 :2 6 7g<2m .%% 7N6 8a71o0 0ed7si nilai 1a!anan ng nominal 1iang5 %"&% P4 6 > ? A4 ? :2 6 $.-"..% 7N Ta!anan Ta!anan ng nominal 1iang 'an2ang 3 . Tahanan Tahanan g!"!# Ta!anan Ta!anan gese7 nominal men01 S7em'1on S7em'1on di!i1ng dg 0ms 3 Ps 6 S C As ? :9 A9 6 Las 'e0m7aan segmen dinding 1iang (m )" As 6 ' ? D ? L$ :9 6 1a!anan gese7 7e021 s1a1is 0a1a0a1a (7N
%. Tahanan a#"&a' &ang an%ang Ta!anan Ta!anan nominal 1iang 'an2ang5 8a71o0 0ed7si 7e7a1an5 Ta!anan Ta!anan a7sial 1iang 'an2ang5
Pn 6 P4 Ps 6 96 9 ? Pn 6 $
$$/"*. %",% /%".%
7N 7N
,. BERDASARKAN HASIL U+I SPT (ME-ERHO) Ka'asi1as nominal 1iang 'an2ang se2a0a em'i0is da0i nilai N !asil 'engian SPT men01 Mee0!oF dina1a7an dengan 0ms 3
Pn 6 .% ? N4 ? A4 Pn 6 *-% ? ? A4
? As
(7N) (7N)
dan !a0s N4 6 nilai SPT di se7i1a0 dasa0 1iang5 di!i1ng da0i -"D di a1as dasa0 1iang s"d ."D di 4a dasa0 1iang5 6 nilai SPT 0a1a0a1a di se'anang 1iang5 A4 6 las dasa0 1iang (m ) As 6 las selim1 1iang (m ) Be0dasa07an !asil 'engian SPT di'e0ole! da1a s44" L$ L$ ? N No Kedalaman Nilai SPT ;$ (m) ; (m) N (m) $ %"%% &"%% & &"% &"% &"%% $%"%% $ &"% ,%"% * $%"%% $&"%% / &"% $*&"% . $&"%% ."%% *% $$"% **%"% ."% $$%"% 6 S L$?N < S L$ 6 /"&% Nilai SPT 0a1a0a1a di se'anang 1iang5 Nilai SPT di se7i1a0 dasa0 1iang (-"D di a1as dasa0 1iang s"d ."D di 4a>a! dasa0 1iang)5 N4 6 *%"%% D6 Dimensi 1iang 'an2ang5 %"*% m L6 Panang 1iang 'an2ang5 ."%% m A4 6 ' < . ? D 6 %"%/%/ m Las dasa0 1iang 'an2ang5 As 6 ' ? D ? L 6 *"/,++ m Las selim1 1iang 'an2ang5 Pn 6 .% ? N4 ? A4 ? As 6 $-"-.+&&, 7N Pn *-% ? ? A4 6 /*-",/ 7N Pn 6 /*-",/ 7N Ka'asi1as nominal 1iang 'an2ang5 96 8a71o0 0ed7si 7e7a1an5 %",% 9 ? Pn 6 ..*"% 7N $ Ta!anan a7sial 1iang 'an2ang5
/. REKAP TAHANAN AKSIAL TIANG PANCANG U0aian Ta!anan A7sial Tiang Pan2ang $ Be0dasa07an 7e7a1an 4a!an Be0dasa07an da1a 4o0 1ana! (S7em'1on) * Be0dasa07an !asil i sondi0 (Bagemann) . Be0dasa07an !asil i SPT (Mee0!oF) Daa d7ng a7sial 1e07e2il5 $ Diam4il 1a!anan a7sial 1iang 'an2ang5
9 ? Pn
No
9 ? Pn 6 9 ? Pn 6
*$*"% */"-/%".% ..*"% ..*"% ..%"%%
7N 7N
( Tabel IV. A. !eka" Tahanan Aksial Tiang Pancang )
D. TAHANAN LATERAL TIANG PANCANG 1. BERDASARKAN DELEKSI TIANG MAKSIMUM (BROMS) Ta!anan la1e0al 1iang (H) 7a1ego0i 1iang 'anang5 da'a1 di!i1ng dengan 'e0samaan 3
H 6 o ? 7! ? D < C ? 4 ? ( e ? 4 $ ) %"& dengan5 4 6 C 7! ? D < ( . ? E 2 ? I2 ) D6 D 6 Dimensi 1iang 'an2ang (m)5 %"*% m L6 L 6 'anang 1iang 'an2ang (m)5 ."%% m 7! 6 modls s4g0ade !o0ison1al (7N
2. BERDASARKAN MOMEN MAKSIMUM (BRINCH HANSEN)
9 4 6 %".% ? 9 2= ? $% 6 $%%%% 7N
%"%%.-. ? Hn ) 6 ,"&$ %"%%.-. ? Hn %",&%%% ? H Pe0s"7ad0a1 3 % 6 %"%%.-. ? Hn %",&%%% ? Hn ,"&$ Hn 6 *"/-. 7N Da0i 'e0s" 7ad0a15 di'e0ole! 1a!anan la1e0al nominal5 96 8a71o0 0ed7si 7e7a1an5 %",% 9 ? Hn 6 $+",/ 7N $ Ta!anan la1e0al 1iang 'an2ang5 Da0i 'e0s"(*) 3
M 6
Hn ? (
%",&%
*. REKAP TAHANAN LATERAL TIANG No
U0aian Ta!anan La1e0al Tiang Pan2ang $ Be0dasa07an dee7si 1iang ma7simm Be0dasa07an momen ma7simm Ta!anan la1e0al 1iang 1e07e2il5 9 ? Hn 6 9 ? Hn 6 $ Diam4il 1a!anan la1e0al 1iang 'an2ang5
9 ? Hn *$"$% $+",/ $+",/ $%"%%
7N 7N
( Tabel IV. A. # !eka" Tahanan $ateral Tiang Pancang )
B. PERHITUNGAN KEKUATAN ONDASI KODE 8ONDASI 3
3
DATA BAHAN PILECAP
Ka1 1e7an 4e1on5 Ka1 lele! 4aa 1langan &eorm ( $ mm )5 Ka1 lele! 4aa 1langan 'olos ( $ mm )5 Be0a1 4e1on 4e01lang5
9 2= 6 9 6 9 6 >2 6
% *+% .% .
MPa MPa MPa 7N
4 6 4 6 a6 !6 ;6 >s 6 as 6
%",% %",% %".% %"&% %"+% $-"%% .%
m m m m m 7N
DATA DIMENSI ONDASI
Le4a0 7olom a0a! 5 Le4a0 7olom a0a! 5 Ja0a7 1iang 'an2ang 1e'i 1e0!ada' sisi la0 4e1on5 Te4al 'ile2a'5 Te4al 1ana! di a1as 'ile2a'5 Be0a1 Qolme 1ana! di a1as 'ile2a'5 Posisi 7olom (dalam 6 .%5 1e'i 6 *%5 sd1 6 %)
( Tabel IV. %. 1 Data %ahan &an Dimensi Pile 'a"e )
DATA BEBAN ONDASI
P7 6 $&%%"%% 7N M 6 &%"%% 7Nm M 6 %"%% 7Nm H 6 $&%"%% 7N H 6 $*%"%% 7N 9 ? Pn 6 ..%"%% 7N 9 ? Hn 6 $%"%% 7N
Gaa a7sial 7olom a7i4a1 4e4an 1e09a71o05 Momen a0a! a7i4a1 4e4an 1e09a71o0" Momen a0a! a7i4a1 4e4an 1e09a71o0" Gaa la1e0al a0a! a7i4a1 4e4an 1e09a71o05 Gaa la1e0al a0a! a7i4a1 4e4an 1e09a71o05 Ta!anan a7sial 1iang 'an2ang5 Ta!anan la1e0al 1iang 'an2ang5 DATA SUSUNAN TIANG PANCANG
Ssnan 1iang 'an2ang a0a! 3 n ? No" Jmla! n (m) (m) $ * $"%% *"%% * %"%% %"%% * * $"%% *"%% S 6 ,"%% n6 + Le4a0 'ile2a' a0a! 5 Le4a0 'ile2a' a0a! 5
Ssnan 1iang 'an2ang a0a! 3 n ? No" Jmla! n (m) (m) $ * $"%% *"%% * %"%% %"%% * * $"%% *"%% S 6 n6 + ,"%% L 6 "-% L 6 "-%
m m
( Tabel IV. %. 2 Data %eban Pon&asi &an usunan Tiang Pancang )
1. GA-A AKSIAL PADA TIANG PANCANG
@s 6 L ? L ? ; ? >s 6 Be0a1 1ana! di a1as 'ile2a'5 @2 6 L ? L ? ! ? >2 6 Be0a1 'ile2a'5 To1al gaa a7sial 1e09a71o05 P 6 P7 $" ? @s $" ? @2 6 ma 6 Lengan ma7simm 1iang 'an2ang a0a! 1!d" 'sa15 ma 6 Lengan ma7simm 1iang 'an2ang a0a! 1!d" 'sa15 min 6 Lengan minimm 1iang 'an2ang a0a! 1!d" 'sa15 min 6 Lengan minimm 1iang 'an2ang a0a! 1!d" 'sa15 Gaa a7sial ma7simm dan minimm 'ada 1iang 'an2ang5
$/"%$ +."%$/,&"*$ $"%% $"%% $"%% $"%%
7N 7N 7N m m m m
'ma 6 P < n M? ma < S M? ma < S 6 'min 6 P < n M? min < S M? min < S 6 'ma 9 ? Pn Sa0a1 3
/.".$$/"-$
7N 7N
/.".-
..%"%%
$
BAHA-A (NG)
2. GA-A LATERAL PADA TIANG PANCANG Gaa la1e0al a0a! 'ada 1iang5 Gaa la1e0al a0a! 'ada 1iang5 Gaa la1e0al 7om4inasi da a0a!5 !ma 6 !ma Sa0a1 3 "%&
! 6 H < n 6 ! 6 H < n 6 ( ! ! ) 6 9 ? Hn $%"%%
$
$,",/ $.".. "%&
7N 7N 7N
BAHA-A (NG)
*. TIN+AUAN GESER ARAH 4
d= 6 Ja0a7 'sa1 1langan 1e0!ada' sisi la0 4e1on5 %"$%% m d 6 ! d= 6 %".%% m Te4al e9e71i9 'ile2a'5 2 6 ( L 4 d ) < 6 %"+%% m Ja0a7 4id" 70i1is 1e0!ada' sisi la05 @$ 6 2 ? L ? ! ? >2 6 *%".% 7N Be0a1 4e1on5 @ 6 2 ? L ? ; ? >s 6 .%"-. 7N Be0a1 1ana!5 6 * ? 'ma @$ @ 6 /&"*/$ 7N Gaa gese0 a0a! 5 4 6 L 6 Le4a0 4idang gese0 n17 1inaan a0a! 5 -%% mm d6 Te4al e9e71i9 'ile2a'5 .%% mm 42 6 4 < 4 6 $"%%%% Rasio sisi 'anang 1!d" sisi 'ende7 7olom5 Ka1 gese0 'ile2a' a0a! 5 diam4il nilai 1e07e2il da0i 2 ang di'e0ole! da0i 'e0s"s44" 3 2 6 C $ < 4 2 ? 9 2= ? 4 ? d < , ? $%* 6 &%."*+, 7N 2 6 C as ? d < 4 ? 9 2= ? 4 ? d < $ ? $%* 6 *$+"+*- 7N 2 6 $ < * ? 9 2= ? 4 ? d ? $%* 6 $,,+"&+/ 7N 2 6 $,,+"&+/ 7N 5 Diam4il5 7a1 gese0 'ile2a'5 9 6 8a71o0 0ed7si 7e7a1an gese05 %"/& 9 ? 2 6 $&"$+- 7N Ka1 gese0 'ile2a'5 Sa0a1 ang !a0s di'en!i5
9 ? 2
$&"$+-
0
/&"*/$
5
AMAN (OK)
,. TIN+AUAN GESER ARAH -
d= 6 Ja0a7 'sa1 1langan 1e0!ada' sisi la0 4e1on5 %"$%% m d 6 ! d= 6 %".%% m Te4al e9e71i9 'ile2a'5 2 6 ( L 4 d ) < 6 %"+%% m Ja0a7 4id" 70i1is 1e0!ada' sisi la05 @$ 6 2 ? L ? ! ? >2 6 *%".% 7N Be0a1 4e1on5 @ 6 2 ? L ? ; ? >s 6 .%"-. 7N Be0a1 1ana!5 6 * ? 'ma @$ @ 6 /&"*/$ 7N Gaa gese0 a0a! 5 4 6 L 6 Le4a0 4idang gese0 n17 1inaan a0a! 5 -%% mm d6 Te4al e9e71i9 'ile2a'5 .%% mm 42 6 4 < 4 6 $"%%%% Rasio sisi 'anang 1!d" sisi 'ende7 7olom5 Ka1 gese0 'ile2a' a0a! 5 diam4il nilai 1e07e2il da0i 2 ang di'e0ole! da0i 'e0s"s44" 3 2 6 C $ < 4 2 ? 9 2= ? 4 ? d < , ? $%* 6 &%."*+, 7N 2 6 C as ? d < 4 ? 9 2= ? 4 ? d < $ ? $%* 6 *$+"+*- 7N 2 6 $ < * ? 9 2= ? 4 ? d ? $%* 6 $,,+"&+/ 7N 2 6 $,,+"&+/ 7N 5 Diam4il5 7a1 gese0 'ile2a'5 9 6 8a71o0 0ed7si 7e7a1an gese05 %"/& 9 ? 2 6 $&"$+- 7N Ka1 gese0 'ile2a'5 Sa0a1 ang !a0s di'en!i5
9 ? 2
$&"$+-
0
/&"*/$
5
AMAN (OK)
/. TIN+AUAN GESER DUA ARAH (PONS)
d= 6 Ja0a7 'sa1 1langan 1e0!ada' sisi la0 4e1on5 %"$%% m d 6 ! d= 6 %".%% m Te4al e9e71i9 'ile2a'5 B 6 4 d 6 $"%%% m Le4a0 4idang gese0 'ons a0a! 5 B 6 4 d 6 $"%%% m Le4a0 4idang gese0 'ons a0a! 5 P7 6 $&%%"%%% 7N Gaa gese0 'ons a7i4a1 4e4an 1e09a71o0 'ada 7olom5 A' 6 ? ( B B ) ? d 6 $",%% m Las 4idang gese0 'ons5 4' 6 ? ( B B ) 6 ."%%% m Le4a0 4idang gese0 'ons5 42 6 4 < 4 6 $"%%%% Rasio sisi 'anang 1!d" sisi 'ende7 7olom5
Tegangan gese0 'ons5 diam4il nilai 1e07e2il da0i 9 ' ang di'e0ole! da0i 'e0s"s44" 3
9 ' 6 C $ < 4 2 ? 9 2= < , 6 "*, MPa 9 ' 6 C as ? d < 4' ? 9 2= < $ 6 "*, MPa 9 ' 6 $ < * ? 9 2= 6 $".+$ MPa 9 ' 6 Tegangan gese0 'ons ang disa0a17an5 $".+$ MPa 9 6 8a71o0 0ed7si 7e7a1an gese0 'ons5 %"/& * 9 ? n' 6 9 ? A' ? 9 ' ? $% 6 $/--"-& 7N Ka1 gese0 'ons5 9 ? n' P7 Sa0a1 3 5 0 AMAN (OK) $/--"-&. $&%%"%%%
6. PEMBESIAN PILECAP 6.1. TULANGAN LENTUR ARAH 4
Ja0a7 1e'i 7olom 1e0!ada' sisi la0 'ile2a'52 6 ( L 4 ) < 6 e 6 2 a 6 Ja0a7 1iang 1!d" sisi 7olom5 @$ 6 2 ? L ? ! ? >2 6 Be0a1 4e1on5 @ 6 2 ? L ? ; ? >s 6 Be0a1 1ana!5 Momen ang 1e0adi 'ada 'ile2a'5
$"$%% %"/%% *,"+,% .+"-+,
M 6 * ? ' ma ? e @$ ? 2 < @ ? 2 < 6 4 6 L 6 Le4a0 'ile2a' ang di1ina5 !6 Te4al 'ile2a'5 d= 6 Ja0a7 'sa1 1langan 1!d" sisi la0 4e1on5 d 6 ! d= 6 Te4al e9e71i9 'la15 9 2= 6 Ka1 1e7an 4e1on5 9 6 Ka1 lele! 4aa 1langan5 Es 6 Modls elas1is 4aa5 4$ 6 8a71o0 dis10i4si 1eg" 4e1on5 04 6 4$? %"-& ? 9 2V< 9 ? ,%% < ( ,%% 9 ) 6 9 6 8a71o0 0ed7si 7e7a1an len105 Rma 6 %"/& ? 04 ? 9 ? C$W?%"/&? 04 ? 9 < ( %"-& ? 9 2V ) 6 Mn 6 M < 9 6 Rn 6 Mn ? $%, < ( 4 ? d ) 6 Rn 5 Rma (OK)
&-",*. -%% &%% $%% .%% % *+% "%%E%& %"-& %"%.&&* %"-% &"++ ,,%"/+ $"./.+-
m m 7N 7N 7Nm mm mm mm mm MPa MPa MPa
7Nm
Rasio 1langan ang di'e0l7an5
0 6 %"-& ? 9 2V < 9 ? C $
X$ Y ? Rn < ( %"-& ? 9 2V ) Z 6 %"%%.% 0min 6 %"%%& Rasio 1langan minimm5 5 0 6 %"%%.% Rasio 1langan ang digna7an5 As 6 0 ? 4 ? d 6 ..*/"& Las 1langan ang di'e0l7an5 D $, Diame1e0 1langan ang digna7an5 s 6 ' < . ? D ? 4 < As 6 Ja0a7 1langan ang di'e0l7an5 $/ sma 6 Ja0a7 1langan ma7simm5 %% 5 s6 Ja0a7 1langan ang digna7an5 $/ D $, $% 7 Digna7an 1langan5 As 6 ' < . ? D ? 4 < s 6 .,+$".& Las 1langan 1e0'a7ai5
mm mm mm mm mm mm
6.2. TULANGAN LENTUR ARAH -
Ja0a7 1e'i 7olom 1e0!ada' sisi la0 'ile2a'52 6 ( L 4 ) < 6 e 6 2 a 6 Ja0a7 1iang 1!d" sisi 7olom5 @$ 6 2 ? L ? ! ? >2 6 Be0a1 4e1on5 @ 6 2 ? L ? ; ? >s 6 Be0a1 1ana!5 Momen ang 1e0adi 'ada 'ile2a'5
$"$%% %"/%% *,"+,% .+"-+,
M 6 * ? ' ma ? e @$ ? 2 < @ ? 2 < 6 4 6 L 6 Le4a0 'ile2a' ang di1ina5 !6 Te4al 'ile2a'5 d= 6 Ja0a7 'sa1 1langan 1!d" sisi la0 4e1on5 d 6 ! d= 6 Te4al e9e71i9 'la15 9 2= 6 Ka1 1e7an 4e1on5 9 6 Ka1 lele! 4aa 1langan5 Es 6 Modls elas1is 4aa5 4$ 6 8a71o0 dis10i4si 1eg" 4e1on5 04 6 4$? %"-& ? 9 2V< 9 ? ,%% < ( ,%% 9 ) 6 9 6 8a71o0 0ed7si 7e7a1an len105 Rma 6 %"/& ? 04 ? 9 ? C$W?%"/&? 04 ? 9 < ( %"-& ? 9 2V ) 6 Mn 6 M < 9 6 Rn 6 Mn ? $%, < ( 4 ? d ) 6 Rn 5 Rma (OK)
&-",*. -%% &%% $%% .%% % *+% "%%E%& %"-& %"%.&&* %"-% &"++ ,,%"/+ $"./.+-
m m 7N 7N 7Nm mm mm mm mm MPa MPa MPa
7Nm
Rasio 1langan ang di'e0l7an5
0 6 %"-& ? 9 2V < 9 ? C $
X$ Y ? Rn < ( %"-& ? 9 2V ) Z 6 %"%%.% 0min 6 %"%%& Rasio 1langan minimm5 5 0 6 %"%%.% Rasio 1langan ang digna7an5 As 6 0 ? 4 ? d 6 ..*/"& Las 1langan ang di'e0l7an5 D $, Diame1e0 1langan ang digna7an5 s 6 ' < . ? D ? 4 < As 6 Ja0a7 1langan ang di'e0l7an5 $/ sma 6 Ja0a7 1langan ma7simm5 %% 5 s6 Ja0a7 1langan ang digna7an5 $/ D $, $% 7 Digna7an 1langan5 As 6 ' < . ? D ? 4 < s 6 .,+$".& Las 1langan 1e0'a7ai5
mm mm mm mm mm mm
*. TULANGAN SUSUT
0smin 6 %"%%$. Rasio 1langan ss1 minimm5 As 6 0smin? 4 ? d 6 Las 1langan ss1 a0a! 5 $&,As 6 0smin? 4 ? d 6 Las 1langan ss1 a0a! 5 $&,8 $ Diame1e0 1langan ang digna7an5 s 6 ' < . ? ? 4 < As 6 Ja0a7 1langan ss1 a0a! 5 % s5ma 6 Ja0a7 1langan ss1 ma7simm a0a! 5 %% s 6 5 Ja0a7 1langan ss1 a0a! ang digna7an5 %% s 6 ' < . ? ? 4 < As 6 Ja0a7 1langan ss1 a0a! 5 % s5ma 6 Ja0a7 1langan ss1 ma7simm a0a! 5 %% s 6 5 Ja0a7 1langan ss1 a0a! ang digna7an5 %% $ %% 7 Digna7an 1langan ss1 a0a! 5 $ %% 7 Digna7an 1langan ss1 a0a! 5
mm mm mm mm mm mm mm mm mm
PERHITUNGAN KEKUATAN TIANG PANCANG
A. DATA TANAH DATA HASIL PENGUJIAN
No
Kedalaman :" (m) : (m) " $
### $## "### "$## ###
$## "### "$## ### $##
LABORATORIUM (DATA BOR TANAH) 1& γ ϕ Jenis ( ! ) Tanah (4N;m) (4N;m) ## **+ # lem%&n' ### **+ # lem%&n' $## **+ # lem%&n' "#/ # lem% %ada. +"## ""+, " lem% %asi0 +##
SONDIR
89 (4N;m) $+# "# ",-# +# /#
B. DATA BAHAN Jenis .ian' %an1an' 2 Be.on 3e0.&lan' .am%an' lin'4a0an Diame.e0 .ian' %an1an'5 Pan7an' .ian' %an1an'5 K&a. .e4an 3e.on .ian' %an1an'5 Be0a. 3e.on 3e0.&lan'5
D6 L6 9 1< 6 =1 6
## -## $ -
C. TAHANAN AKSIAL TIANG PANCANG 1. BERDASARKAN KEKUATAN BAHAN
L&as %enam%an' .ian' %an1an'5 Be0a. .ian' %an1an'5 K&a. .e4an 3e.on .ian' %an1an'5 Ka%asi.as d&4&n' nominal .ian' %an1an'5
A 6 π ; - > D 6 ?% 6 A > L > =1 6 9 1< 6
Pn 6 ## > 9 1< > A @ " > ? % 6
##/#/ +/* $### $
a4.o0 0ed&4si 4e4&a.an5 Tahanan a4sial .ian' %an1an'5
φ 6 φ > Pn 6
#+# "#
2. BERDASARKAN DATA BOR TANAH (SKEMPTON) a. Tahanan ujung
P3 6 A3 > 13 > N1 Tahanan &7&n' nominal dihi.&n' den'an 0&m&s 2 A3 6 L&as %enam%an' &7&n' 3a=ah .ian' (m )5 13 6 Kohesi .anah di 3a=ah dasa0 .ian' (4N;m )5 N1 6 a4.o0 daa d&4&n' D6 Diame.e0 .ian' %an1an'5 ## A3 6 π ; - > D 6 ##/#/ L&as .am%an' .ian' %an1an'5 13 6 Kohesi .anah di se4i.a0 dasa0 .ian'5 $$## N1 6 a4.o0 daa d&4&n' men&0&. S4em%.on5 * P3 6 A3 > 13 > N1 6 Tahanan &7&n' nominal .ian' %an1an' 2 -*,* b. Tahanan g!"
Ps 6 Σ C ad > 1& > As Tahanan 'ese4 nominal men&0&. S4em%.on 2 ad 6 9a4.o0 adhesi 1& 6 Kohesi .anah di se%an7an' .ian' (4N;m ) As 6 L&as %e0m&4aan dindin' .ian' (m ) a4.o0 adhesi &n.&4 7enis .anah lem%&n' %ada .ian' %an1an' an' nilaina .e0'an.&n' ad 6 # C #*, 1& $ nilai 4ohesi .anah5 men&0&. S4em%.on5 diam3il 2 D6 Diame.e0 .ian' %an1an'5 ### As 6 π > D > L" L&as %e0m&4aan dindin' se'men .ian'5 L" 6 %an7an' se'men .ian' %an1an' an' di.in7a& (m) Pe0hi.&n'an .ahanan 'ese4 nominal .ian' L" As 1& ad Ps No Kedalaman :" (m) : (m) (m) (m) (4N;m) (4N)
" ### $## $## "### "### "$## - "$## -## Tahanan 'ese4 nominal .ian'5
$# $# $# @""#
-/"-/"-/"@"#+/
## ### $## $$##
#, #/$ #$$ #$
Ps 6 Σ ad > 1& > As 6
,*/,# "#$*# "-/" @#"/, ,"-$ ,"-$
#. Tahanan a"!$a% &$ang 'an#ang
Pn 6 P3 Ps 6 Tahanan nominal .ian' %an1an'5 φ 6 a4.o0 0ed&4si 4e4&a.an5 φ > Pn 6 Tahanan a4sial .ian' %an1an'5 . BERDASARKAN HASIL UI SONDIR (BAGEMANN)
+" #+# /,,
a. Tahanan ujung
P3 6 ω > A3 > 81 Tahanan &7&n' nominal dihi.&n' den'an 0&m&s 2 ω 6 9a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5 A3 6 l&as &7&n' 3a=ah .ian' (m )5 81 6 .ahanan %ene.0asi 4e0&1&. s.a.is an' me0&%a4an nilai [email protected] dihi.&n' da0i ,D a.as dasa0 .ian' sam%ai -D di 3a=ah dasa0 .ian' (4N;m )5 D6 Diame.e0 .ian' %an1an'5 ## A3 6 π ; - > D 6 ##/#/ L&as .am%an' .ian' %an1an'5 Tahanan %ene.0asi 4e0&1&. s.a.is [email protected] da0i ,D di a.as dasa0 sd -D di 3a=ah dasa 81 6 81 6 $ - .ian' %an1an'5 4';1m -## ω 6 a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5 #$# P3 6 ω > A3 > 81 6 "-,--# Tahanan &7&n' nominal .ian' %an1an' 2 b. Tahanan g!"
Tahanan 'ese4 nominal men&0&. S4em%.on dihi.&n' d' 0&m&s 2 A9 6 L&as %e0m&4aan se'men dindin' .ian' (m ) 89 6 .ahanan 'ese4 4e0&1&. s.a.is [email protected] (4N;m) L" As 89 Ps No Kedalaman :" (m) : (m) (m) (m) (4N;m) (4N)
Ps 6 Σ C As As 6 π > D >
" -
### $## "### "$##
$## "### "$## -##
$# $# $# @""#
-/"-/"-/"@"#+/
$+# "# ",-# "*$#
+* $/*+ ,+/" @#"+ Ps 6 Σ C As > 89 6 @""#
#. Tahanan a"!$a% &$ang 'an#ang
Tahanan nominal .ian' %an1an'5 a4.o0 0ed&4si 4e4&a.an5 Tahanan a4sial .ian' %an1an'5
Pn 6 P3 Ps 6 φ 6 φ > Pn 6 $
""/#+# /#-#
*. BERDASARKAN HASIL UI SPT (ME+ERHO,,)
Ka%asi.as nominal .ian' %an1an' se1a0a em%i0is da0i nilai N hasil %en'&7ian SPT men&0&. Mee0ho99 dina.a4an den'an 0&m&s 2 dan ha0&s ≤
Pn 6 -# > N 3 > A3 Pn 6 ,# > > A3
> As
N3 6 nilai SPT di se4i.a0 dasa0 .ian'5 dihi.&n' da0i ,D di a.as dasa0 .ian' sd -D di 3a dasa0 .ian'5 F 6 nilai SPT [email protected] di se%an7an' .ian'5 A3 6 l&as dasa0 .ian' (m ) As 6 l&as selim&. .ian' (m ) Be0dasa04an hasil %en'&7ian SPT di%e0oleh da.a s33 L" L" > N No Kedalaman Nilai SPT :" (m) : (m) N (m) " ### $## $ $# $# $## "### " $# +## "### "$## / $# "$# "$## -## # @""# @## -# @""## 6 Σ L">N ; Σ L" 6 @/$# Nilai SPT [email protected] di se%an7an' .ian'5 Nilai SPT di se4i.a0 dasa0 .ian' (,D di a.as dasa0 .ian' sd -D di 3a=ah dasa0 .ian')5 N3 6 ###
Diame.e0 .ian' %an1an'5 Pan7an' .ian' %an1an'5 L&as dasa0 .ian' %an1an'5 L&as selim&. .ian' %an1an'5
Pn Ka%asi.as nominal .ian' %an1an'5 a4.o0 0ed&4si 4e4&a.an5 Tahanan a4sial .ian' %an1an'5
D6 ## L6 -## A3 6 π ; - > D 6 ##/#/ As 6 π > D > L 6 /+** Pn 6 -# > N3 > A3 > As 6 @",,-*$$$* ,# > > A3 6 @/,+/ Pn 6 @/,+/ φ 6 #+# φ > Pn 6 @--# $
-. REKAP TAHANAN AKSIAL TIANG PANCANG
U0aian Tahanan A4sial Tian' Pan1an' " Be0dasa04an 4e4&a.an 3ahan Be0dasa04an da.a 3o0 .anah (S4em%.on) Be0dasa04an hasil &7i sondi0 (Ba'emann) - Be0dasa04an hasil &7i SPT (Mee0ho99) Daa d&4&n' a4sial .e04e1il5 Diam3il .ahanan a4sial .ian' %an1an'5
φ > Pn
No
$
φ > Pn 6 φ > Pn 6
"# /,, /#-# @--# @--# @--###
D. TAHANAN LATERAL TIANG PANCANG 1. BERDASARKAN DE,LEKSI TIANG MAKSIMUM (BROMS)
Tahanan la.e0al .ian' (H) 4a.e'o0i .ian' %an7an'5 da%a. dihi.&n' den'an %e0samaan 2
H 6 o > 4h > D ; C > β > ( e > β " ) #$ den'an5 β 6 C 4h > D ; ( - > E 1 > I1 ) D 6 Diame.e0 .ian' %an1an' (m)5 L 6 %an7an' .ian' %an1an' (m)5 4h 6 mod&l&s s&3'0ade ho0ison.al (4N;m )5 E1 6 mod&l&s elas.is .ian' (4N;m )5 E1 6 -/## >
D6 ## L6 -## 4h 6 +/# 9 1< > "# 6 $#####
I1 6 momen ine0sia %enam%an' (m -)5
I1 6 π ; +- > D- 6 ####*, e6 e 6 Ja0a4 3e3an la.e0al .e0hada% m&4a .anah (m)5 ## o 6 de9le4si .ian' ma4sim&m (m) o 6 ###+ β 6 C 4h > D ; ( - > E 1 > I1 ) #$ 6 #+,#$--$ β = 4oe9isien de9le4si .ian'5 β > L 6 / 2.- /a"a &0/a!u" &$ang 'anjang (OK) Tahanan la.e0al nominal .ian' %an1an'5
H 6 o > 4h > D ; C > β > ( e > β " ) 6 φ 6 a4.o0 0ed&4si 4e4&a.an5 φ > Hn 6 $ Tahanan la.e0al .ian' %an1an'5
""# #+# ",++
2. BERDASARKAN MOMEN MAKSIMUM (BRINCH HANSEN)
9 3 6 #-# > 9 1< > "# 6 "#### K&a. len.&0 3e.on .ian' %an1an'5 ? 6 I1 ; (D;) 6 ###+$ Tahanan momen5 M 6 9 3 > ? 6 Momen ma4sim&m5 +$" Kohesi .anah [email protected] di se%an7an' .ian' L" 1& 1& > L" No Kedalaman :" (m) : (m) (m) (4N;m) " ### $## $# ## ""$## $## "### $# ### "$### "### "$## $# $## +### - "$## "/## # +## "+## Σ L" 6 Σ1&>L" 6 +$"## "/# & 6 Σ C 1& > L" ; Σ L" 6 ,*-""/+$ Kohesi .anah [email protected] 9 6 Hn ; C * > & > D %e0s(") ' 6 L @ ( 9 "$ > D ) %e0s() M 6 Hn > ( e "$ > D #$ > 9 ) %e0s() M 6 * ; - > D > & > ' %e0s(-) 9 6 ###*+/"/ > Hn Da0i %e0s(") 2 ' 6 $$ @###*+/ > Hn Da0i %e0s() 2 ' 6 #####*- > Hn @##+,++* > Hn "+# * ; - > D > 1 & 6 $,-*
Da0i %e0s() 2
M 6 Hn > ( M 6 ###-,M 6 ###-"/*
#+$#
###-, > H& #+$### > H& Da0i %e0s(-) 2 @"//$# Pe0s4&ad0a. 2 # 6 ###- > H& -$# Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5
> Hn ) > Hn > Hn $/$+ > Hn @$/$+ Hn 6 ""**/* 96
""+# "-/$**
Mma 6 Hn > ( e "$ > D #$ > 9 ) 6 Mma M $ T0/a!u" &$ang 'anjan M 6 Hn > ( #+$# Da0i %e0s() 2 ###-,- > Hn ) 6 +$" ###-,- > Hn #+$### Pe0s4&ad0a. 2 # 6 ###-,- > Hn #+$### > Hn @+$" Hn 6 /,Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5 φ 6 a4.o0 0ed&4si 4e4&a.an5 #+# φ > Hn 6 $ Tahanan la.e0al .ian' %an1an'5 "*+/ . REKAP TAHANAN LATERAL TIANG
U0aian Tahanan La.e0al Tian' Pan1an' " Be0dasa04an de9le4si .ian' ma4sim&m (B0oms) Be0dasa04an momen ma4sim&m (B0in1h Hansen) Tahanan la.e0al .ian' .e04e1il5 $ Diam3il .ahanan la.e0al .ian' %an1an'5
φ > Hn
No
φ > Hn 6 φ > Hn 6
",++ "*+/ ",++ "###
PERHITUNGAN KEKUATAN ,ONDASI
KODE ONDASI 2
,*
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 K&a. leleh 3a7a .&lan'an deform ( ∅ " mm )5 K&a. leleh 3a7a .&lan'an %olos ( ∅ " mm )5 Be0a. 3e.on 3e0.&lan'5
9 1< 6 9 6 9 6 =1 6
# *# -# -
3 6 3 6
#-# #-# #-# #-# #*# ",## -#
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 Le3a0 4olom a0ah 5 Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 Te3al %ile1a%5 Te3al .anah di a.as %ile1a%5 Be0a. ol&me .anah di a.as %ile1a%5 Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #)
a6 h6 :6 =s 6 αs 6
DATA BEBAN ,ONDASI
P&4 6 M& 6 M& 6 H& 6 H& 6 φ > Pn 6 φ > Hn 6
Gaa a4sial 4olom a4i3a. 3e3an .e09a4.o05 Momen a0ah a4i3a. 3e3an .e09a4.o0 Momen a0ah a4i3a. 3e3an .e09a4.o0 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Tahanan a4sial .ian' %an1an'5 Tahanan la.e0al .ian' %an1an'5
+#### "### "#### /### $### @--### "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 n > No J&mlah n (m) (m) " #$# #$# @#$# #$#
Σ 6 n6 Le3a0 %ile1a% a0ah 5 Le3a0 %ile1a% a0ah 5
"##
S&s&nan .ian' %an1an' a0ah 2 No J&mlah n (m) " #$# @#$# n6
-
Σ 6 L 6 L 6
n > (m) #$# #$# "## ",# ",#
1. GA+A AKSIAL PADA TIANG PANCANG
?s 6 L > L > : > =s 6 Be0a. .anah di a.as %ile1a%5 ?1 6 L > L > h > =1 6 Be0a. %ile1a%5 P& 6 P&4 " > ? s " > ? 1 6 To.al 'aa a4sial .e09a4.o05 ma 6 Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 ma 6 Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 min 6 Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 min 6 Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
$-* ""# /##" #$# #$# @#$# @#$#
%&ma 6 P& ; n M&> ma ; Σ M&> ma ; Σ 6 %&min 6 P& ; n M&> min ; Σ M&> min ; Σ 6 %&ma φ > Pn
,$#, +$#,
Sa0a. 2
,$#,
@--###
$
BAHA+A (NG
2. GA+A LATERAL PADA TIANG PANCANG
Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al 4om3inasi d&a a0ah5 h&ma Sa0a. 2 "$"
h& 6 H& ; n 6 h& 6 H& ; n 6 h&ma 6 ( h& h& ) 6 φ > Hn
"###
$
"/$# "$# "$" BAHA+A (NG
. TINAUAN GESER ARAH
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 1 6 ( L @ 3 @ d ) ; 6 Ja0a4 3id 40i.is .e0hada% sisi l&a05 ?" 6 1 > L > h > =1 6 Be0a. 3e.on5 ? 6 1 > L > : > =s 6 Be0a. .anah5
#"## ### #$$# *$#"+#,
& 6 > %&ma @ ?" @ ? 6 $--+" Gaa 'ese0 a0ah 5 3 6 L 6 Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",## d6 Te3al e9e4.i9 %ile1a%5 ## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1 an' di%e0oleh da0i %e0ss33 2 1 6 C " ; β1 > 9 1< > 3 > d ; + > "#@ 6 "#/-// 1 6 C αs > d ; 3 > 9 1< > 3 > d ; " > "#@ 6 "/--" 1 6 " ; > 9 1< > 3 > d > "#@ 6 ,#-*,1 6 ,#-*,Diam3il5 4&a. 'ese0 %ile1a%5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese05 #/$ φ ∗ 1 6 +#/, K&a. 'ese0 %ile1a%5 Sa0a. an' ha0&s di%en&hi5
φ ∗ 1 +#/,
*. TINAUAN GESER ARAH +
& $--+"
AMAN (OK)
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 ### 1 6 ( L @ 3 @ d ) ; 6 Ja0a4 3id 40i.is .e0hada% sisi l&a05 #$$# ?" 6 1 > L > h > =1 6 Be0a. 3e.on5 *$#? 6 1 > L > : > =s 6 "+#, Be0a. .anah5 & 6 > %&ma @ ?" @ ? 6 $--+" Gaa 'ese0 a0ah 5 3 6 L 6 Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",## d6 Te3al e9e4.i9 %ile1a%5 ## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1 an' di%e0oleh da0i %e0ss33 2 1 6 C " ; β1 > 9 1< > 3 > d ; + > "#@ 6 "#/-// 1 6 C αs > d ; 3 > 9 1< > 3 > d ; " > "#@ 6 "/--" 1 6 " ; > 9 1< > 3 > d > "#@ 6 ,#-*,1 6 ,#-*,Diam3il5 4&a. 'ese0 %ile1a%5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese05 #/$ φ ∗ 1 6 +#/, K&a. 'ese0 %ile1a%5 Sa0a. an' ha0&s di%en&hi5
φ ∗ 1 +#/,
-. TINAUAN GESER DUA ARAH (PONS)
& $--+"
AMAN (OK)
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 ### B 6 3 d 6 Le3a0 3idan' 'ese0 %ons a0ah 5 #/## B 6 3 d 6 Le3a0 3idan' 'ese0 %ons a0ah 5 #/## P&4 6 +##### Gaa 'ese0 %ons a4i3a. 3e3an .e09a4.o0 %ada 4olom5 A% 6 > ( B B ) > d 6 L&as 3idan' 'ese0 %ons5 #,-# 3% 6 > ( B B ) 6 Le3a0 3idan' 'ese0 %ons5 ,## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i 9 % an' di%e0oleh da0i %e0ss33 2 9 % 6 C " ; β1 > 9 1< ; + 6 9 % 6 C αs > d ; 3 % > 9 1< ; " 6 9 % 6 " ; > 9 1< 6 9 % 6 Te'an'an 'ese0 %ons an' disa0a.4an5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 φ > n% 6 φ > A% > 9 % > "# 6 K&a. 'ese0 %ons5 φ > n% P&4 Sa0a. 2 **"-*
. PEMBESIAN PILECAP .1. TULANGAN LENTUR ARAH
+#####
+ - "-*" "-*" #/$ **"$ AMAN (OK)
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 Ja0a4 .ian' .hd sisi 4olom5 Be0a. 3e.on5 Be0a. .anah5 Momen an' .e07adi %ada %ile1a%5
1 6 ( L @ 3 ) ; 6 e 6 1 @ a 6 ?" 6 1 > L > h > =1 6 ? 6 1 > L > : > =s 6
#/## ### "#*+ #-"
M& 6 > %&ma > e @ ?" > 1 ; @ ? > 1 ; 6 "$*++* 3 6 L 6 Le3a0 %ile1a% an' di.in7a&5 ",## h6 Te3al %ile1a%5 -## d< 6 Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 "## d 6 h @ d< 6 Te3al e9e4.i9 %la.5 ## 9 1< 6 K&a. .e4an 3e.on5 # 9 6 K&a. leleh 3a7a .&lan'an5 *# Es 6 ##E#$ Mod&l&s elas.is 3a7a5 β" 6 a4.o0 dis.0i3&si .e' 3e.on5 #,$ ρ3 6 β"> #,$ > 9 1; 9 > +## ; ( +## 9 ) 6 ##-$$ φ 6 a4.o0 0ed&4si 4e4&a.an len.&05 #,# Rma 6 #/$ > ρ3 > 9 > C"@>#/$> ρ3 > 9 ; ( #,$ > 9 1 ) 6 $** Mn 6 M& ; φ 6 "**$,+ Rn 6 Mn > "#+ ; ( 3 > d ) 6 "#" Rn Rma (OK) Rasio .&lan'an an' di%e0l&4an5
ρ 6 #,$ > 9 1 ; 9 > C " @ " Q > Rn ; ( #,$ > 9 1 ) 6 ### ρmin 6 Rasio .&lan'an minim&m5 ###$ ρ6 Rasio .&lan'an an' di'&na4an5 ### As 6 ρ > 3 > d 6 "//+" L&as .&lan'an an' di%e0l&4an5 D "+ Diame.e0 .&lan'an an' di'&na4an5 s 6 π ; - > D > 3 ; As 6 Ja0a4 .&lan'an an' di%e0l&4an5 #sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 ## D "+ ## 3 Di'&na4an .&lan'an5 As 6 π ; - > D > 3 ; s 6 ",#*$+ L&as .&lan'an .e0%a4ai5 .2. TULANGAN LENTUR ARAH +
1 6 ( L @ 3 ) ; 6 e 6 1 @ a 6 ?" 6 1 > L > h > =1 6 ? 6 1 > L > : > =s 6
#/## ### "#*+ #-"
M& 6 > % &ma > e @ ?" > 1 ; @ ? > 1 ; 6
"$*++*
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 Ja0a4 .ian' .hd sisi 4olom5 Be0a. 3e.on5 Be0a. .anah5 Momen an' .e07adi %ada %ile1a%5
Le3a0 %ile1a% an' di.in7a&5 Te3al %ile1a%5 Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 Te3al e9e4.i9 %la.5 K&a. .e4an 3e.on5 K&a. leleh 3a7a .&lan'an5 Mod&l&s elas.is 3a7a5 a4.o0 dis.0i3&si .e' 3e.on5
3 6 L 6 ",## h6 -## d< 6 "## d 6 h @ d< 6 ## 9 1< 6 # 9 6 *# Es 6 ##E#$ β" 6 #,$
ρ3 6 β"> #,$ > 9 1; 9 > +## ; ( +## 9 ) 6 ##-$$ φ 6 a4.o0 0ed&4si 4e4&a.an len.&05 #,# Rma 6 #/$ > ρ3 > 9 > C"@>#/$> ρ3 > 9 ; ( #,$ > 9 1 ) 6 $** Mn 6 M& ; φ 6 "**$,+ + Rn 6 Mn > "# ; ( 3 > d ) 6 "#" Rn Rma (OK) Rasio .&lan'an an' di%e0l&4an5
ρ 6 #,$ > 9 1 ; 9 > C " @ " Q > Rn ; ( #,$ > 9 1 ) 6 ### ρmin 6 Rasio .&lan'an minim&m5 ###$ ρ6 Rasio .&lan'an an' di'&na4an5 ### As 6 ρ > 3 > d 6 "//+" L&as .&lan'an an' di%e0l&4an5 D "+ Diame.e0 .&lan'an an' di'&na4an5 s 6 π ; - > D > 3 ; As 6 Ja0a4 .&lan'an an' di%e0l&4an5 #sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 ## D "+ ## Di'&na4an .&lan'an5 3 As 6 π ; - > D > 3 ; s 6 ",#*$+ L&as .&lan'an .e0%a4ai5 . TULANGAN SUSUT
Rasio .&lan'an s&s&. minim&m5 L&as .&lan'an s&s&. a0ah 5 L&as .&lan'an s&s&. a0ah 5 Diame.e0 .&lan'an an' di'&na4an5
ρsmin 6 As 6 ρsmin> 3 > d 6 As 6 ρsmin> 3 > d 6
###"/$+ /$+ "
s 6 π ; - > ∅ > 3 ; As 6 Ja0a4 .&lan'an s&s&. a0ah 5 +* s5ma 6 Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ## s 6 Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ## s 6 π ; - > ∅ > 3 ; As 6 Ja0a4 .&lan'an s&s&. a0ah 5 +* s5ma 6 Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ## s 6 Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ## ∅ " ## Di'&na4an .&lan'an s&s&. a0ah 5 3 ∅ " ## Di'&na4an .&lan'an s&s&. a0ah 5 3
PERHITUNGAN KEKUATAN ,ONDASI
KODE ONDASI 2
,
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 K&a. leleh 3a7a .&lan'an deform ( ∅ " mm )5 K&a. leleh 3a7a .&lan'an %olos ( ∅ " mm )5 Be0a. 3e.on 3e0.&lan'5
9 1< 6 9 6 9 6 =1 6
# *# -# -
3 6 3 6 a6 h6 :6 =s 6 αs 6
#$ #$ #-# ## #*# ",## -#
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 Le3a0 4olom a0ah 5 Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 Te3al %ile1a%5 Te3al .anah di a.as %ile1a%5 Be0a. ol&me .anah di a.as %ile1a%5 Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #)
DATA BEBAN ,ONDASI
P&4 6 M& 6 M& 6 H& 6 H& 6 φ > Pn 6 φ > Hn 6
Gaa a4sial 4olom a4i3a. 3e3an .e09a4.o05 Momen a0ah a4i3a. 3e3an .e09a4.o0 Momen a0ah a4i3a. 3e3an .e09a4.o0 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Tahanan a4sial .ian' %an1an'5 Tahanan la.e0al .ian' %an1an'5
-#### +### -$## -### ### @--### "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 n > No J&mlah n (m) (m) " " #$# #$ " ### ### " @#$# #$ Σ 6 #$# n6 Le3a0 %ile1a% a0ah 5 Le3a0 %ile1a% a0ah 5
S&s&nan .ian' %an1an' a0ah 2 No J&mlah n (m) " " #+# @##
n > (m) #+ #",
Σ 6 L 6 L 6
#$",# "/#
?s 6 L > L > : > =s 6 ?1 6 L > L > h > =1 6
-*$/ #
n6
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 Be0a. %ile1a%5
P& 6 P&4 " > ? s " > ? 1 6 To.al 'aa a4sial .e09a4.o05 ma 6 Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 ma 6 Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 min 6 Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 min 6 Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
-,$* #$# #+# @#$# @##
%&ma 6 P& ; n M&> ma ; Σ M&> ma ; Σ 6 %&min 6 P& ; n M&> min ; Σ M&> min ; Σ 6 %&ma φ > Pn
/"*/ /+*/
Sa0a. 2
/"*/
@--###
$
BAHA+A (NG
2. GA+A LATERAL PADA TIANG PANCANG
Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al 4om3inasi d&a a0ah5 h&ma Sa0a. 2 "++/
. TINAUAN GESER ARAH
h& 6 H& ; n 6 h& 6 H& ; n 6 h&ma 6 ( h& h& ) 6 φ > Hn
"###
$
" "### "++/ BAHA+A (NG
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 ### 1 6 ( L @ 3 @ d ) ; 6 Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+$ ?" 6 1 > L > h > =1 6 Be0a. 3e.on5 /+$# ? 6 1 > L > : > =s 6 "/" Be0a. .anah5 & 6 %&ma @ ?" @ ? 6 -/"" Gaa 'ese0 a0ah 5 3 6 L 6 Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 "/## d6 Te3al e9e4.i9 %ile1a%5 ## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1 an' di%e0oleh da0i %e0ss33 2 1 6 C " ; β1 > 9 1< > 3 > d ; + > "#@ 6 1 6 C αs > d ; 3 > 9 1< > 3 > d ; " > "#@ 6 1 6 " ; > 9 1< > 3 > d > "#@ 6 1 6 Diam3il5 4&a. 'ese0 %ile1a%5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese05 φ ∗ 1 6 K&a. 'ese0 %ile1a%5
/+#+ ,-*/#+ $#+,- $#+,- #/$ ,#"
Sa0a. an' ha0&s di%en&hi5
φ ∗ 1 ,#"
*. TINAUAN GESER ARAH +
& -/""
AMAN (OK)
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 ### 1 6 " a @ ( 3 d ) ; 6 Ja0a4 3id 40i.is .e0hada% sisi l&a05 #/$ ?" 6 1 > L > h > =1 6 Be0a. 3e.on5 **+ ? 6 1 > L > : > =s 6 ""-" Be0a. .anah5 & 6 %&ma @ ?" @ ? 6 -"-, Gaa 'ese0 a0ah 5 3 6 L 6 Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",## d6 Te3al e9e4.i9 %ile1a%5 ## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1 an' di%e0oleh da0i %e0ss33 2 1 6 C " ; β1 > 9 1< > 3 > d ; + > "#@ 6 1 6 C αs > d ; 3 > 9 1< > 3 > d ; " > "#@ 6 1 6 " ; > 9 1< > 3 > d > "#@ 6 1 6 Diam3il5 4&a. 'ese0 %ile1a%5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese05 φ ∗ 1 6 K&a. 'ese0 %ile1a%5
,#-*,,+-+" $++$+ $++$+ #/$ -#-*
Sa0a. an' ha0&s di%en&hi5
φ ∗ 1 -#-*
-. TINAUAN GESER DUA ARAH (PONS)
& -"-,
AMAN (OK)
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 ### B 6 3 d 6 Le3a0 3idan' 'ese0 %ons a0ah 5 #$$# B 6 3 d 6 Le3a0 3idan' 'ese0 %ons a0ah 5 #$$# P&4 6 -##### Gaa 'ese0 %ons a4i3a. 3e3an .e09a4.o0 %ada 4olom5 A% 6 > ( B B ) > d 6 L&as 3idan' 'ese0 %ons5 #--# 3% 6 > ( B B ) 6 Le3a0 3idan' 'ese0 %ons5 ## β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i 9 % an' di%e0oleh da0i %e0ss33 2 9 % 6 C " ; β1 > 9 1< ; + 6 9 % 6 C αs > d ; 3 % > 9 1< ; " 6 9 % 6 " ; > 9 1< 6 9 % 6 Te'an'an 'ese0 %ons an' disa0a.4an5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 φ > n% 6 φ > A% > 9 % > "# 6 K&a. 'ese0 %ons5 φ > n% P&4 Sa0a. 2 -*"*$
-#####
+ "#" "-*" "-*" #/$ -*"* AMAN (OK)
. PEMBESIAN PILECAP .1. TULANGAN LENTUR ARAH
1 6 ( L @ 3 ) ; 6 e 6 1 @ a 6 ?" 6 1 > L > h > =1 6 ? 6 1 > L > : > =s 6
#/$ #$ ,,/"**+/
M& 6 %&ma > e @ ?" > 1 ; @ ? > 1 ; 6 3 6 L 6 Le3a0 %ile1a% an' di.in7a&5 h6 Te3al %ile1a%5 d< 6 Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d 6 h @ d< 6 Te3al e9e4.i9 %la.5 9 1< 6 K&a. .e4an 3e.on5 9 6 K&a. leleh 3a7a .&lan'an5
//*/ "/## ## "## ## # *#
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 Ja0a4 .ian' .hd sisi 4olom5 Be0a. 3e.on5 Be0a. .anah5 Momen an' .e07adi %ada %ile1a%5
Es 6 ##E#$
Mod&l&s elas.is 3a7a5 a4.o0 dis.0i3&si .e' 3e.on5
β" 6
#,$ ρ3 6 β"> #,$ > 9 1; 9 > +## ; ( +## 9 ) 6 ##-$$ φ 6 a4.o0 0ed&4si 4e4&a.an len.&05 #,# Rma 6 #/$ > ρ3 > 9 > C"@>#/$> ρ3 > 9 ; ( #,$ > 9 1 ) 6 $** Mn 6 M& ; φ 6 */-" + Rn 6 Mn > "# ; ( 3 > d ) 6 "-+/
Rn
Rma
(OK)
Rasio .&lan'an an' di%e0l&4an5
ρ 6 #,$ > 9 1 ; 9 > C " @ " Q > Rn ; ( #,$ > 9 1 ) 6 ###, ρmin 6 Rasio .&lan'an minim&m5 ###$ ρ6 Rasio .&lan'an an' di'&na4an5 ###, As 6 ρ > 3 > d 6 "#+$* L&as .&lan'an an' di%e0l&4an5 D "+ Diame.e0 .&lan'an an' di'&na4an5 s 6 π ; - > D > 3 ; As 6 Ja0a4 .&lan'an an' di%e0l&4an5 + sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 ## D "+ ## 3 Di'&na4an .&lan'an5 As 6 π ; - > D > 3 ; s 6 "/#*# L&as .&lan'an .e0%a4ai5 .2. TULANGAN LENTUR ARAH +
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 Ja0a4 .ian' .hd sisi 4olom5 Be0a. 3e.on5 Be0a. .anah5 Momen an' .e07adi %ada %ile1a%5
1 6 " a @ 3 ; 6 e 6 1 @ a 6 ?" 6 1 > L > h > =1 6 ? 6 1 > L > : > =s 6
#,$ #-$ "#+* -#$/
M& 6 %&ma > e @ ?" > 1 ; @ ? > 1 ; 6 "#"$$ 3 6 L 6 Le3a0 %ile1a% an' di.in7a&5 ",## h6 Te3al %ile1a%5 ## d< 6 Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 "## d 6 h @ d< 6 Te3al e9e4.i9 %la.5 ## 9 1< 6 K&a. .e4an 3e.on5 # 9 6 K&a. leleh 3a7a .&lan'an5 *# Es 6 ##E#$ Mod&l&s elas.is 3a7a5 β" 6 a4.o0 dis.0i3&si .e' 3e.on5 #,$ ρ3 6 β"> #,$ > 9 1; 9 > +## ; ( +## 9 ) 6 ##-$$ φ 6 a4.o0 0ed&4si 4e4&a.an len.&05 #,# Rma 6 #/$ > ρ3 > 9 > C"@>#/$> ρ3 > 9 ; ( #,$ > 9 1 ) 6 $** Mn 6 M& ; φ 6 "+$+* Rn 6 Mn > "#+ ; ( 3 > d ) 6 "/$/*" Rn Rma (OK) Rasio .&lan'an an' di%e0l&4an5
ρ 6 #,$ > 9 1 ; 9 > C " @ " Q > Rn ; ( #,$ > 9 1 ) 6 ###-, ρmin 6 Rasio .&lan'an minim&m5 ###$ ρ6 Rasio .&lan'an an' di'&na4an5 ###-, As 6 ρ > 3 > d 6 "/"+$/ L&as .&lan'an an' di%e0l&4an5 D "+ Diame.e0 .&lan'an an' di'&na4an5 s 6 π ; - > D > 3 ; As 6 Ja0a4 .&lan'an an' di%e0l&4an5 "" sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 ##
D "+ ## 3 As 6 π ; - > D > 3 ; s 6 ",#*$+
Di'&na4an .&lan'an5 L&as .&lan'an .e0%a4ai5 . TULANGAN SUSUT
ρsmin 6 Rasio .&lan'an s&s&. minim&m5 ###" As 6 ρsmin> 3 > d 6 L&as .&lan'an s&s&. a0ah 5 -/+ As 6 ρsmin> 3 > d 6 L&as .&lan'an s&s&. a0ah 5 $#Diame.e0 .&lan'an an' di'&na4an5 " s 6 π ; - > ∅ > 3 ; As 6 Ja0a4 .&lan'an s&s&. a0ah 5 -#s5ma 6 Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ## s 6 Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ## s 6 π ; - > ∅ > 3 ; As 6 Ja0a4 .&lan'an s&s&. a0ah 5 -#s5ma 6 Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ## s 6 Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ## ∅ " ## Di'&na4an .&lan'an s&s&. a0ah 5 3 ∅ " ## 3 Di'&na4an .&lan'an s&s&. a0ah 5
PERHITUNGAN KEKUATAN ,ONDASI
KODE ONDASI 2
,2
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 K&a. leleh 3a7a .&lan'an deform ( ∅ " mm )5 K&a. leleh 3a7a .&lan'an %olos ( ∅ " mm )5 Be0a. 3e.on 3e0.&lan'5
9 1< 6 9 6 9 6 =1 6
# *# -# -
3 6 3 6
## ##
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 Le3a0 4olom a0ah 5
Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 Te3al %ile1a%5 Te3al .anah di a.as %ile1a%5 Be0a. ol&me .anah di a.as %ile1a%5 Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #)
a6 h6 :6 =s 6 αs 6
#-# #$ #*# ",## -#
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e09a4.o05 Momen a0ah a4i3a. 3e3an .e09a4.o0 Momen a0ah a4i3a. 3e3an .e09a4.o0 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Gaa la.e0al a0ah a4i3a. 3e3an .e09a4.o05 Tahanan a4sial .ian' %an1an'5 Tahanan la.e0al .ian' %an1an'5
P&4 6 M& 6 M& 6 H& 6 H& 6 φ > Pn 6 φ > Hn 6
#### ### ### ### "### @--### "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 n > No J&mlah n (m) (m) " " #$# #$ " @#$# #$
S&s&nan .ian' %an1an' a0ah 2 No J&mlah n (m) " " ###
n > (m) ###
Σ 6 n6 Le3a0 %ile1a% a0ah 5 Le3a0 %ile1a% a0ah 5
#$#
n6
"
Σ 6 L 6 L 6
### ",# #,#
1. GA+A AKSIAL PADA TIANG PANCANG
?s 6 L > L > : > =s 6 Be0a. .anah di a.as %ile1a%5 ?1 6 L > L > h > =1 6 Be0a. %ile1a%5 P& 6 P&4 " > ? s " > ? 1 6 To.al 'aa a4sial .e09a4.o05 ma 6 Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 min 6 Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
""# -$" #$# @#$#
%&ma 6 P& ; n M&> ma ; Σ 6 %&min 6 P& ; n M&> min ; Σ 6 %&ma φ > Pn
#"$ "-"$
Sa0a. 2
#"$
@--###
$
BAHA+A (NG
2. GA+A LATERAL PADA TIANG PANCANG
Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al a0ah %ada .ian'5 Gaa la.e0al 4om3inasi d&a a0ah5 h&ma Sa0a. 2 """,
. TINAUAN TERHADAP GESER
h& 6 H& ; n 6 h& 6 H& ; n 6 h&ma 6 ( h& h& ) 6 φ > Hn
"###
$
"### $## """, BAHA+A (NG
d< 6 Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 #"## d 6 h @ d< 6 Te3al e9e4.i9 %ile1a%5 #$# 1 6 ( L @ 3 @ d ) ; 6 Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+$ ?" 6 1 > L > h > =1 6 Be0a. 3e.on5 -## ? 6 1 > L > : > =s 6 Be0a. .anah5 ,"## & 6 %&ma @ ?" @ ? 6 ",,*$-Gaa 'ese0 a0ah 5 3 6 L 6 Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ,## d6 Te3al e9e4.i9 %ile1a%5 $# β1 6 3 ; 3 6 "#### Rasio sisi %an7an' .hd sisi %ende4 4olom5 K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1 an' di%e0oleh da0i %e0ss33 2 1 6 C " ; β1 > 9 1< > 3 > d ; + > "#@ 6 --/"1 6 C αs > d ; 3 > 9 1< > 3 > d ; " > "#@ 6 "#,#/++ 1 6 " ; > 9 1< > 3 > d > "#@ 6 *,"- 1 6 *,"- Diam3il5 4&a. 'ese0 %ile1a%5 φ 6 a4.o0 0ed&4si 4e4&a.an 'ese05 #/$ φ ∗ 1 6 +#/ K&a. 'ese0 %ile1a%5 Sa0a. an' ha0&s di%en&hi5
φ ∗ 1 +#/
& ",,*$-
AMAN (OK)
. PEMBESIAN PILECAP
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 Ja0a4 .ian' .hd sisi 4olom5 Be0a. 3e.on5 Be0a. .anah5 Momen an' .e07adi %ada %ile1a%5
1 6 ( L @ 3 ) ; 6 e 6 1 @ a 6 ?" 6 1 > L > h > =1 6 ? 6 1 > L > : > =s 6
#/$# #$# $#-# */#
M& 6 > %&ma > e @ ?" > 1 ; @ ? > 1 ; 6 "$- 3 6 L 6 Le3a0 %ile1a% an' di.in7a&5 ,## h6 Te3al %ile1a%5 $# d< 6 Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 "## d 6 h @ d< 6 Te3al e9e4.i9 %la.5 $# 9 1< 6 K&a. .e4an 3e.on5 # 9 6 K&a. leleh 3a7a .&lan'an5 *# Es 6 ##E#$ Mod&l&s elas.is 3a7a5
β" 6
a4.o0 dis.0i3&si .e' 3e.on5
#,$ ρ3 6 β"> #,$ > 9 1; 9 > +## ; ( +## 9 ) 6 ##-$$ φ 6 a4.o0 0ed&4si 4e4&a.an len.&05 #,# Rma 6 #/$ > ρ3 > 9 > C"@>#/$> ρ3 > 9 ; ( #,$ > 9 1 ) 6 $** Mn 6 M& ; φ 6 "+*"/* Rn 6 Mn > "#+ ; ( 3 > d ) 6 ,$,
Rn
Rma
(OK)
Rasio .&lan'an an' di%e0l&4an5
ρ 6 #,$ > 9 1 ; 9 > C " @ " Q > Rn ; ( #,$ > 9 1 ) 6 ###*, ρmin 6 Rasio .&lan'an minim&m5 ###$ ρ6 Rasio .&lan'an an' di'&na4an5 ###*, As 6 ρ > 3 > d 6 "*$-"* L&as .&lan'an an' di%e0l&4an5 D "+ Diame.e0 .&lan'an an' di'&na4an5 s 6 π ; - > D > 3 ; As 6 Ja0a4 .&lan'an an' di%e0l&4an5 , sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 , D "+ ,# 3 Di'&na4an .&lan'an5 As 6 π ; - > D > 3 ; s 6 #"#+ L&as .&lan'an .e0%a4ai5 As3 6 $# > As 6 "##$" T&lan'an 3a'i diam3il $# .&lan'an %o4o45 s 6 π ; - > D > 3 ; As3 6 Ja0a4 .&lan'an 3a'i an' di%e0l&4an5 "+# sma 6 Ja0a4 .&lan'an ma4sim&m5 ## s6 Ja0a4 .&lan'an an' di'&na4an5 "+# D "+ "+# Di'&na4an .&lan'an5 3 As 6 π ; - > D > 3 ; s 6 "##$" L&as .&lan'an .e0%a4ai5 . TULANGAN SUSUT
Rasio .&lan'an s&s&. minim&m5 L&as .&lan'an s&s&.5 Diame.e0 .&lan'an an' di'&na4an5 Ja0a4 .&lan'an s&s&.5 Ja0a4 .&lan'an s&s&. ma4sim&m5
ρsmin 6 As 6 ρsmin> 3 > d 6
###",# "
s 6 π ; - > ∅ > 3 ; As 6 sma 6
##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 Di'&na4an .&lan'an s&s&. a0ah 5
s6
∅ "
3
##
##
SPT Nilai SPT
N $ " / $ -
m m MPa 4N;m
m 4N 4Pa
4N
4N
m m 4N;m 4N
a0i
m
4N
4N 4N
di m m 0 4N;m 4N
89 L"
4N 4N
(4N) (4N) ah
m m
m m 4N 4N 4N
4N
4N 4N
m m 4N;m 4N;m
mm m m
4N
4N
4N;m m 4Nm
4N;m
4N m 4Nm
(OK)
> H& 4N
4N
4N 4N
MPa MPa MPa 4N;m m m m m m 4N;m
4N 4Nm 4Nm 4N 4N 4N 4N
m m
4N 4N 4N m m m m 4N 4N
4N 4N 4N
m m m 4N 4N
4N mm mm
4N 4N 4N 4N 4N
m m m 4N 4N 4N mm mm
4N 4N 4N 4N 4N
m m m m 4N m m
MPa MPa MPa MPa 4N
m m 4N 4N 4Nm mm mm mm mm MPa MPa MPa
4Nm
mm mm mm mm mm mm
m m 4N 4N 4Nm
mm mm mm mm MPa MPa MPa
4Nm
mm mm mm mm mm mm
mm mm mm
mm mm mm mm mm mm
MPa MPa MPa 4N;m m m m m m 4N;m
4N 4Nm 4Nm 4N 4N 4N 4N
m m
4N 4N
4N m m m m 4N 4N
4N 4N 4N
m m m 4N 4N 4N mm mm
4N 4N 4N 4N 4N
m m m 4N 4N 4N mm mm
4N 4N 4N 4N 4N
m m m m 4N m m
MPa MPa MPa MPa 4N
m m 4N 4N 4Nm mm mm mm mm MPa MPa
MPa
4Nm
mm mm mm mm mm mm
m m 4N 4N 4Nm mm mm mm mm MPa MPa MPa
4Nm
mm mm mm mm mm
mm
mm mm mm mm mm mm mm mm mm
MPa MPa MPa 4N;m m m
m m m 4N;m
4N 4Nm 4Nm 4N 4N 4N 4N
m m
4N 4N 4N m m 4N 4N
4N 4N 4N
m m m 4N 4N 4N mm mm
4N 4N 4N 4N 4N
m m 4N 4N 4Nm mm mm mm mm MPa MPa MPa
4Nm
mm mm mm mm mm mm mm mm mm mm mm
mm mm mm mm