Post on 24-Feb-2018
7/25/2019 Perhitungan Fondasi Footplat.xlsx
1/129
PERHITUNGAN KEKUATAN TIANG PANCANG
[C]2010 : M. Noer Ilham
A. DATA TANAH
DATA HASIL PENGUJIAN LABORATORIUM (DATA BOR TANAH) SONDIR
No Kedalaman Jenis
Tanah ( ! )
" ### $## lem%&n' ## **+ # $+#
$## "### lem%&n' ### **+ # "#
"### "$## lem%&n' $## **+ # ",-#
- "$## ### lem% %ada. +"## "#/ # +#$ ### $## lem% %asi0 +## ""+, " /#
B. DATA BAHAN
Jenis .ian' %an1an' 2 Be.on 3e0.&lan' .am%an' lin'4a0an
Diame.e0 .ian' %an1an'5 D 6 #-#
Pan7an' .ian' %an1an'5 L 6 "/##
K&a. .e4an 3e.on .ian' %an1an'5 $
Be0a. 3e.on 3e0.&lan'5 -
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
,,"
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan a4sial .ian' %an1an'5 $,$/
1& 9:;"(m) ;(m) (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
2/129
2. BERDASARKAN DATA BOR TANAH (SKEMPTON)
a. Tahanan ujung
Tahanan &7&n' nominal dihi.&n' den'an 0&m&s 2
8a4.o0 daa d&4&n'
Diame.e0 .ian' %an1an'5 D 6 #-#
L&as .am%an' .ian' %an1an'5 #"$/
Kohesi .anah di se4i.a0 dasa0 .ian'5 $$##
8a4.o0 daa d&4&n' men&0&. S4em%.on5 *
Tahanan &7&n' nominal .ian' %an1an' 2 +#-
b. Tahanan g!"
Tahanan 'ese4 nominal men&0&. S4em%.on 2
:a4.o0 adhesi
8a4.o0 adhesi &n.&4 7enis .anah lem%&n' %ada .ian' %an1an' an' nilaina .e0'an.&n'nilai 4ohesi .anah5 men&0&. S4em%.on5 diam3il 2
Diame.e0 .ian' %an1an'5 D 6 #-##
L&as %e0m&4aan dindin' se'men .ian'5
%an7an' se'men .ian' %an1an' an' di.in7a& (m)
Pe0hi.&n'an .ahanan 'ese4 nominal .ian'
No Kedalaman
(m) (4N)" ### $## $# +, ## #, ""*/#/
$## "### $# +, ### #/$ "-#$#
"### "$## $# +, $## #$$ "/*+"/
- "$## "/## # $" $$## #$ /"-*
Tahanan 'ese4 nominal .ian'5 $"**
$"**
#. Tahanan a"!$a% &$ang 'an#ang
Tahanan nominal .ian' %an1an'5 $/$#
P36 A3? 13? N1A36 L&as %enam%an' &7&n' 3a>ah .ian' (m)51
36 Kohesi .anah di 3a>ah dasa0 .ian' (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
3/129
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan a4sial .ian' %an1an'5 -$"
. BERDASARKAN HASIL UI SONDIR (BAGEMANN)
a. Tahanan ujungTahanan &7&n' nominal dihi.&n' den'an 0&m&s 2
:a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5
.ahanan %ene.0asi 4e0&1&. s.a.is an' me0&%a4an nilai 0a.a0a.a dihi.&n' da0i ,D
Diame.e0 .ian' %an1an'5 D 6 #-#
L&as .am%an' .ian' %an1an'5 #"$/
Tahanan %ene.0asi 4e0&1&. s.a.is 0a.a0a.a da0i ,D di a.as dasa0 sd -D di 3a>ah dasa
.ian' %an1an'5 - -##
8a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5 #$#
Tahanan &7&n' nominal .ian' %an1an' 2 +,*-
b. Tahanan g!"
Tahanan 'ese4 nominal men&0&. S4em%.on dihi.&n' d' 0&m&s 2
.ahanan 'ese4 4e0&1&. s.a.is 0a.a0a.a (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
4/129
men&0&. Mee0ho:: dina.a4an den'an 0&m&s 2
nilai SPT di se4i.a0 dasa0 .ian'5 dihi.&n' da0i ,D di a.as dasa0 .ian' sd -D di 3a
dasa0 .ian'5F 6 nilai SPT 0a.a0a.a di se%an7an' .ian'5
Be0dasa04an hasil %en'&7ian SPT di%e0oleh da.a s33
No Kedalaman Nilai SPT
N (m)
" ### $## $ $# $#
$## "### " $# +##
"### "$## / $# "$#
- "$## "/## # # +##
"/# ,##
Nilai SPT 0a.a0a.a 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
###
Diame.e0 .ian' %an1an'5 D 6 #-#Pan7an' .ian' %an1an'5 L 6 "/##
L&as dasa0 .ian' %an1an'5 #"$/
L&as selim&. .ian' %an1an'5 "+,
$#+$-,-+
/,+$"
Ka%asi.as nominal .ian' %an1an'5 $#+$
8a4.o0 0ed&4si 4e4&a.an5 #+#Tahanan a4sial .ian' %an1an'5 #"$*
-. REKAP TAHANAN AKSIAL TIANG PANCANG
No 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 (Mee0ho::) #"$*
Pn6 -# ? N3? A3 F ? As
dan ha0&s Pn6 ,# ? F ? A3
N36
A36 l&as dasa0 .ian' (m)
As6 l&as selim&. .ian' (m)
L"
L"? N
;"(m) ;
(m)
F 6 L"?N < L"6
N36
A36 < - ? D6
As6 ? D ? L 6Pn6 -# ? N3? A3 F ? As6
Pn ,# ? F ? A36
Pn6
6? Pn6
? Pn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
5/129
Daa d&4&n' a4sial .e04e1il5 #"$*
Diam3il .ahanan a4sial .ian' %an1an'5 ####
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
den'an5
D 6Diame.e0 .ian' %an1an' (m)5 D 6 #-#
L 6%an7an' .ian' %an1an' (m)5 L 6 "/##
+/#
$#####
###"$/
e 6 Ja0a4 3e3an la.e0al .e0hada% m&4a .anah (m)5 e 6 ##
de:le4si .ian' ma4sim&m (m) ###+
= 4oe:isien de:le4si .ian'5 #$-,-$$
* 2.- /a"a &0/a!u" &$ang 'anjang (OK)
Tahanan la.e0al nominal .ian' %an1an'5
$+,
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan la.e0al .ian' %an1an'5 "+"
2. BERDASARKAN MOMEN MAKSIMUM (BRINCH HANSEN)
K&a. len.&0 3e.on .ian' %an1an'5 "####
Tahanan momen5 ###+,
Momen ma4sim&m5 +,
Kohesi .anah 0a.a0a.a di se%an7an' .ian'
No Kedalaman
(m)
" ### $## $# ## ""$##
$## "### $# ### "$###
"### "$## $# $## +###
? Pn6
? Pn6
H 6 o? 4
h? D < C ? ? ( e ? " )
6 C 4h? D < ( - ? E1? I1) #$
4h6 mod&l&s s&3'0ade ho0ison.al (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
6/129
- "$## "/## # +## "+##
"/# +$"##
Kohesi .anah 0a.a0a.a5 ,*-""/+$
%e0s(")
' 6 L ( : "$ ? D ) %e0s()%e0s()
%e0s(-)
Da0i %e0s(") 2 : 6 ###/$,
Da0i %e0s() 2 ' 6 "+-# ###/$-
#####$ #/*$ +,*+
--+$
Da0i %e0s() 2 #,## ###+
###+ #,####
Da0i %e0s(-) 2 ###","- ,### *+*+/
Pe0s4&ad0a. 2 # 6 ###"," *#### *+*+/
Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5 ,/$$"#
: 6 +$"
-,#-,,
T0/a!u" &$ang 'anjan
Da0i %e0s() 2 #,## ###++, 6 ###+ #,####
Pe0s4&ad0a. 2 # 6 ###+ #,#### +,
Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5 +"-"
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan la.e0al .ian' %an1an'5 +,+
. REKAP TAHANAN LATERAL TIANG
No U0aian Tahanan La.e0al Tian' Pan1an'
" Be0dasa04an de:le4si .ian' ma4sim&m (B0oms) "+"
Be0dasa04an momen ma4sim&m (B0in1h Hansen) +,+
Tahanan la.e0al .ian' .e04e1il5 "+"
Diam3il .ahanan la.e0al .ian' %an1an'5 ###
L"6 1&?L"6&6 C 1&? L" < L"6
: 6 Hn< C * ?
&? D
M6 Hn? ( e "$ ? D #$ ? : )
M6 * < - ? D ?
&? '
? Hn? H
n
'6 ? Hn ? H
n
* < - ? D ? 1&6
M6 H
n? ( ? H
n)
M6 ? H& ? Hn
M6 ? H& ? Hn
? H& ? Hn
Hn6
Mma6 Hn? ( e "$ ? D #$ ? : ) 6
Mma M
M6 Hn? ( ? Hn)? Hn
? Hn ? Hn
Hn6
6? Hn6
? Hn
? Hn6
? Hn6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
7/129
PERHITUNGAN KEKUATAN ,ONDASI
KODE 8ONDASI 2 ,*
DATA BAHAN PILECAPK&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 #-#
Le3a0 4olom a0ah 5 #-#
Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
Te3al %ile1a%5 h 6 #-#
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
36
36
>s6
s6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
8/129
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 +####
Momen a0ah a4i3a. 3e3an .e0:a4.o0 "###
Momen a0ah a4i3a. 3e3an .e0:a4.o0 "####Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 /###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 $###
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 ###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2
No J&mlah No J&mlah
n (m) n (m)
" #$# #$# " #$# #$#
#$# #$# #$# #$#
n 6 - "## n 6 - "##
Le3a0 %ile1a% a0ah 5 ",#
Le3a0 %ile1a% a0ah 5 ",#
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 $-*
Be0a. %ile1a%5 ""#
To.al 'aa a4sial .e0:a4.o05 /##"
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #$#Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
,$#,
+$#,
Sa0a. 2
,$#, #### AMAN (OK)
2. GA+A LATERAL PADA TIANG PANCANG
P&46
M&
6
M&6H&6
H&
6
? Pn6
? Hn6
n ? n ?
(m) (m)
6 6L6
L6
@s6 L ? L ? ; ? >s6
@16 L ? L ? h ? >16
P&6 P&4 " ? @s " ? @16
ma6
ma
6
min6
min6
%&ma 6 P& < n M&? ma < M&? ma <
6
%&min 6 P& < n M&? min < M&? min <
6
%&ma ? Pn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
9/129
Gaa la.e0al a0ah %ada .ian'5 "/$#
Gaa la.e0al a0ah %ada .ian'5 "$#
Gaa la.e0al 4om3inasi d&a a0ah5 "$"
Sa0a. 2 "$" ### AMAN (OK)
. TINAUAN GESER ARAH
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #$$#Be0a. 3e.on5 *$#-
Be0a. .anah5 "+#,
Gaa 'ese0 a0ah 5 $--+"
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",##
Te3al e:e4.i: %ile1a%5 d 6 ##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
"#/-//
"/--"
h& 6 H& < n 6
h& 6 H& < n 6
h&ma
6 ( h&
h&
) 6
h&ma ? Hn
1
6 ( L
3
d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&6 ? %&ma @" @6
3 6 L6
16 3< 36
K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
10/129
,#-*,-
Diam3il5 4&a. 'ese0 %ile1a%5 ,#-*,-
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 +#/,
Sa0a. an' ha0&s di%en&hi5
+#/, $--+" AMAN (OK)
*. TINAUAN GESER ARAH +
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #$$#
Be0a. 3e.on5 *$#-
Be0a. .anah5 "+#,
Gaa 'ese0 a0ah 5 $--+"
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",##
Te3al e:e4.i: %ile1a%5 d 6 ##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
16 " < ? :1= ? 3 ? d ? "#616
6
16
1 &
16 ( L 3 d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&6 ? %&ma @" @6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
7/25/2019 Perhitungan Fondasi Footplat.xlsx
11/129
"#/-//
"/--"
,#-*,-
Diam3il5 4&a. 'ese0 %ile1a%5 ,#-*,-
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$K&a. 'ese0 %ile1a%5 +#/,
Sa0a. an' ha0&s di%en&hi5
+#/, $--+" AMAN (OK)
-. TINAUAN GESER DUA ARAH (PONS)
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
Le3a0 3idan' 'ese0 %ons a0ah 5 #/##
Le3a0 3idan' 'ese0 %ons a0ah 5 #/##
Gaa 'ese0 %ons a4i3a. 3e3an .e0:a4.o0 %ada 4olom5 +#####
L&as 3idan' 'ese0 %ons5 #,-#
Le3a0 3idan' 'ese0 %ons5 ,##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
+
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#6
16
6 16
1 &
B6 3 d 6
B6 3 d 6
P&46
A%6 ? ( B B) ? d 6
3%6 ? ( B B) 6
16 3< 36
Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i :% an' di%e0oleh da0i %e0ss33 2:%6 C " < 1 ? :1= < + 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
12/129
-
"-*"
Te'an'an 'ese0 %ons an' disa0a.4an5 "-*"
8a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 #/$
K&a. 'ese0 %ons5 **"$Sa0a. 2
**"-* +##### AMAN (OK)
. PEMBESIAN PILECAP
.1. 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
"$*++*
Le3a0 %ile1a% an' di.in7a&5 ",##
Te3al %ile1a%5 h 6 -##
:%6 C s? d < 3% ? :1= < " 6:%6 " < ? :1= 6
:%6
6
? n%6? A%? :%? "#
6? n% P&4
16 ( L 3) < 6
e6 1 a 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
13/129
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 ##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
"**$,+
"#"
(OK)Rasio .&lan'an an' di%e0l&4an5
###
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###
L&as .&lan'an an' di%e0l&4an5 "//+"
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 #-
Ja0a4 .&lan'an ma4sim&m5 ##Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##
L&as .&lan'an .e0%a4ai5 ",#*$+
.2. TULANGAN LENTUR ARAH +
:1= 6
:6
Es6"6
36
"? #,$ ? :
1< :
? +## < ( +## :
) 6
6R
ma6 #/$ ?
3? :
? C"?#/$?
3? :
< ( #,$ ? :
1 ) 6
Mn6 M
&< 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn
Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
14/129
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
"$*++*
Le3a0 %ile1a% an' di.in7a&5 ",##
Te3al %ile1a%5 h 6 -##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 ##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**"**$,+
"#"
(OK)Rasio .&lan'an an' di%e0l&4an5
###
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5
###L&as .&lan'an an' di%e0l&4an5 "//+"
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 #-
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##
L&as .&lan'an .e0%a4ai5 ",#*$+
. TULANGAN SUSUT
16 ( L
3
) < 6
e6 1 a 6@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
M&
6 ? %&ma
? e @
"? 1
< @
? 1
< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6
Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
15/129
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 "Ja0a4 .&lan'an s&s&. a0ah 5 +*
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Ja0a4 .&lan'an s&s&. a0ah 5 +*
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
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 8ONDASI 2 ,
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 #$
Le3a0 4olom a0ah 5 #$Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
Te3al %ile1a%5 h 6 ##
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
smin6
As6 smin? 3 ? d 6 A
s6
smin? 3 ? d 6
s6 < - ? ? 3 < As6
s5ma
6
s6
s6 < - ? ? 3 < A
s6
s5ma
6
s6
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
36
36
>s6
s6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
16/129
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 -####
Momen a0ah a4i3a. 3e3an .e0:a4.o0 +###
Momen a0ah a4i3a. 3e3an .e0:a4.o0 -$##
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 -###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 ###
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 ###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2
No J&mlah No J&mlah n (m) n (m)
" " #$# #$ " " #+# #+
" ### ### ## #",
" #$# #$
n 6 #$# n 6 #$-
Le3a0 %ile1a% a0ah 5 ",#
Le3a0 %ile1a% a0ah 5 "/#
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 -*$/
Be0a. %ile1a%5 #
To.al 'aa a4sial .e0:a4.o05 -,$*
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #+#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
P&46
M&
6
M&6H&6
H&6
? Pn6
? Hn6
n ? n ? (m) (m)
6 6L6
L
6
@s6 L ? L ? ; ? >s6
@16 L ? L ? h ? >16
P&6 P&4 " ? @s " ? @16
ma6
ma6min6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
17/129
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 ##
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
/"*/
/+*/
Sa0a. 2 /"*/ #### AMAN (OK)
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 "++/
Sa0a. 2
"++/ ### AMAN (OK)
. TINAUAN GESER ARAH
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+$
Be0a. 3e.on5 /+$#
min6
%&ma 6 P& < n M&? ma < M&? ma <
6
%&min
6 P&< n M
&?
min< M
&?
min< 6
%&ma ? Pn
h&
6 H&
< n 6
h& 6 H& < n 6
h&ma
6 ( h&
h&
) 6
h&ma ? Hn
16 ( L 3 d ) < 6@"6 1 ? L ? h ? >16
7/25/2019 Perhitungan Fondasi Footplat.xlsx
18/129
Be0a. .anah5 "/"
Gaa 'ese0 a0ah 5 -/""
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 "/##
Te3al e:e4.i: %ile1a%5 d 6 ##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
/+#+
,-*/#+
$#+,-
Diam3il5 4&a. 'ese0 %ile1a%5 $#+,-
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 ,#"
Sa0a. an' ha0&s di%en&hi5
,#" -/"" AMAN (OK)
*. TINAUAN GESER ARAH +
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
@6 1 ? L ? ; ? >s6
&6 %&ma @" @6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " <
1 ? :
1= ? 3 ? d < + ? "#6
16 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :
1= ? 3 ? d ? "#6
16
6
16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
19/129
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #/$
Be0a. 3e.on5 **+
Be0a. .anah5 ""-"
Gaa 'ese0 a0ah 5 -"-,
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",##Te3al e:e4.i: %ile1a%5 d 6 ##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
,#-*,-
,+-+"
$++$+
Diam3il5 4&a. 'ese0 %ile1a%5 $++$+
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 -#-*
Sa0a. an' ha0&s di%en&hi5
-#-* -"-, AMAN (OK)
-. TINAUAN GESER DUA ARAH (PONS)
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 ###
16 " a ( 3 d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&
6 %&ma
@" @
6
3 6 L6
16 3
< 3
6
K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " <
1 ? :
1= ? 3 ? d < + ? "#6
16 C
s? d < 3 ? :
1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#6
16
6 16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
20/129
Le3a0 3idan' 'ese0 %ons a0ah 5 #$$#
Le3a0 3idan' 'ese0 %ons a0ah 5 #$$#
Gaa 'ese0 %ons a4i3a. 3e3an .e0:a4.o0 %ada 4olom5 -#####
L&as 3idan' 'ese0 %ons5 #--#
Le3a0 3idan' 'ese0 %ons5 ##Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
+
"#"
"-*"
Te'an'an 'ese0 %ons an' disa0a.4an5 "-*"
8a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 #/$
K&a. 'ese0 %ons5 -*"*
Sa0a. 2
-*"*$ -##### AMAN (OK)
. PEMBESIAN PILECAP
.1. TULANGAN LENTUR ARAH
B6 3 d 6
B6 3 d 6
P&46
A%6 ? ( B
B
) ? d 6
3%6 ? ( B B) 616 3< 36
Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i :% an' di%e0oleh da0i %e0ss33 2
:%6 C " < 1 ? :1= < + 6:%6 C
s? d < 3
% ? :
1= < " 6
:%6 " < ? :
1= 6
:%6
6 ? n%6? A%? :%? "#6
? n% P&4
7/25/2019 Perhitungan Fondasi Footplat.xlsx
21/129
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 #/$
Ja0a4 .ian' .hd sisi 4olom5 #$
Be0a. 3e.on5 ,,/-
Be0a. .anah5 "**+/
Momen an' .e07adi %ada %ile1a%5//*/
Le3a0 %ile1a% an' di.in7a&5 "/##
Te3al %ile1a%5 h 6 ##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 ##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
*/-"
"-+/
(OK)Rasio .&lan'an an' di%e0l&4an5
###,
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###,
L&as .&lan'an an' di%e0l&4an5 "#+$*
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 +Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##
L&as .&lan'an .e0%a4ai5 "/#*#
.2. TULANGAN LENTUR ARAH +
16 ( L 3) < 6
e6 1 a 6
@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
M&6 %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As
6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
22/129
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
"#"$$
Le3a0 %ile1a% an' di.in7a&5 ",##
Te3al %ile1a%5 h 6 ##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##Te3al e:e4.i: %la.5 d 6 h d= 6 ##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#$**
"+$+*
"/$/*"
(OK)Rasio .&lan'an an' di%e0l&4an5
###-,
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5
###-,
L&as .&lan'an an' di%e0l&4an5 "/"+$/
16
" a 3
< 6
e6 1 a 6@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
M&6 %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
23/129
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 ""
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##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 $#-
Diame.e0 .&lan'an an' di'&na4an5 "
Ja0a4 .&lan'an s&s&. a0ah 5 -#-
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Ja0a4 .&lan'an s&s&. a0ah 5 -#-
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##
PERHITUNGAN KEKUATAN ,ONDASI
KODE 8ONDASI 2 ,2
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 ##Le3a0 4olom a0ah 5 ##
Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
smin
6
As6 smin? 3 ? d 6
As
6 smin
? 3 ? d 6
s6 < - ? ? 3 < As6
s5ma6
s6
s6 < - ? ? 3 < As6
s5ma6
s6
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
3
6
36
7/25/2019 Perhitungan Fondasi Footplat.xlsx
24/129
Te3al %ile1a%5 h 6 #$
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 ####
Momen a0ah a4i3a. 3e3an .e0:a4.o0 ###Momen a0ah a4i3a. 3e3an .e0:a4.o0 ###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 ###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 "###
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 ###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2No J&mlah No J&mlah
n (m) n (m)
" " #$# #$ " " ### ###
" #$# #$
n 6 #$# n 6 " ###
Le3a0 %ile1a% a0ah 5 ",#
Le3a0 %ile1a% a0ah 5 #,#
>s6
s6
P&46
M&6M&6
H&6
H&6
? Pn6
? Hn6
n ? n ?
(m) (m)
6 6L6
L6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
25/129
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5
Be0a. %ile1a%5 ""#
To.al 'aa a4sial .e0:a4.o05 -$"Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
#"$
"-"$
Sa0a. 2
#"$ #### AMAN (OK)
2. GA+A LATERAL PADA TIANG PANCANG
Gaa la.e0al a0ah %ada .ian'5 "###
Gaa la.e0al a0ah %ada .ian'5 $##
Gaa la.e0al 4om3inasi d&a a0ah5 """,
Sa0a. 2
""", ### AMAN (OK)
. TINAUAN TERHADAP GESER
@s6 L ? L ? ; ? >s6
@16 L
? L
? h ? >
16
P&6 P&4 " ? @s " ? @16ma6
min
6
%&ma
6 P&< n M
&?
ma< 6
%&min
6 P&< n M
&?
min< 6
%&ma ? Pn
h& 6 H& < n 6
h& 6 H& < n 6
h&ma6 ( h& h&) 6h&ma ? Hn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
26/129
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #$#
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+$
Be0a. 3e.on5 -##
Be0a. .anah5 ,"##
Gaa 'ese0 a0ah 5 ",,*$--
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ,##
Te3al e:e4.i: %ile1a%5 d 6 $#
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
--/"-
"#,#/++
*,"-
Diam3il5 4&a. 'ese0 %ile1a%5 *,"-
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 +#/Sa0a. an' ha0&s di%en&hi5
+#/ ",,*$- AMAN (OK)
. PEMBESIAN PILECAP
16 ( L
3
d ) < 6
@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
&
6 %&ma
@" @
6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i
1an' di%e0oleh da0i %e0ss33 2
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#616
6
16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
27/129
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 #/$#
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 h 6 $#
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 $#
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
"+*"/*
,$,
(OK)
Rasio .&lan'an an' di%e0l&4an5###*,
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###*,
L&as .&lan'an an' di%e0l&4an5 "*$-"*
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 ,
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ,
Di'&na4an .&lan'an5 D "+ 3 ,#
16 ( L
3
) < 6
e6 1 a 6
@"6 1
? L
? h ? >
16
@6 1
? L
? ; ? >
s6
M&
6 ? %&ma
? e @
"? 1
< @
? 1
< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
28/129
L&as .&lan'an .e0%a4ai5 #"#+
T&lan'an 3a'i diam3il $# .&lan'an %o4o45 "##$"
Ja0a4 .&lan'an 3a'i an' di%e0l&4an5 "+#
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 "+#
Di'&na4an .&lan'an5 D "+ 3 "+#
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 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##
As6 < - ? D? 3 < s 6
As36 $# ? As6
s 6 < - ? D? 3 < As36s
ma6
As6 < - ? D? 3 < s
6
smin6
As6
smin? 3 ? d 6
s 6 < - ? ? 3 < As6
sma6
s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
29/129
SPT
Nilai SPT
N
$
"
/
$-
m
m
MPa
4N
4Pa
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
30/129
m
4N
a0i
m
4N
4N
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
31/129
4N
di
m
4N
4N
4N
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
32/129
(4N)
(4N)
ah
mm
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
33/129
4N
4N
m
m
m
m
m
4N
4N
4Nm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
34/129
4N
m
4Nm
(OK)
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
35/129
MPa
MPa
MPa
m
m
m
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
36/129
4N
4Nm
4Nm4N
4N
4N
4N
m
m
4N
4N
4N
m
mm
m
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
37/129
4N
4N
4N
m
m
m4N
4N
4N
mm
mm
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
38/129
4N
4N
4N
mm
m
4N
4N
4N
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
39/129
4N
4N
4N
4N
4N
mm
m
m
4N
m
MPa
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
40/129
MPa
MPa
MPa
4N
m
m
4N
4N
4Nm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
41/129
mm
mm
MPa
MPa
MPa
4Nm
mm
mm
mmmm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
42/129
m
m4N
4N
4Nm
mm
mm
mm
mm
MPa
MPa
MPa
4Nm
mm
mm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
43/129
mmmm
mm
mm
mm
mm
mm
MPa
MPa
MPa
m
mm
m
m
mm
mm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
44/129
4N
4Nm
4Nm
4N
4N
4N
4N
m
m
4N
4N
4N
m
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
45/129
m
4N
4N
4N
4N
4N
m
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
46/129
4N
4N
mm
mm
4N
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
47/129
m
4N
4N
4N
mmmm
4N
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
48/129
m
m
4N
m
MPa
MPa
MPa
MPa
4N
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
49/129
m
m
4N
4N
4Nm
mm
mm
mm
mm
MPa
MPa
MPa
4Nm
mm
mmmm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
50/129
m
m
4N
4N
4Nm
mm
mm
mmmm
MPa
MPa
MPa
4Nm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
51/129
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
MPa
MPa
MPa
mm
m
mm
mm
mm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
52/129
m
m
4N
4Nm4Nm
4N
4N
4N
4N
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
53/129
4N
4N
4Nm
m
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
54/129
mm
m
4N
4N
4N
mm
mm
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
55/129
m
m
4N
4N
4Nm
mm
mm
mm
mm
MPa
MPa
MPa
4Nm
mm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
56/129
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
57/129
PERHITUNGAN KEKUATAN TIANG PANCANG
[C]2010 : M. Noer Ilham
A. DATA TANAH
DATA HASIL PENGUJIAN LABORATORIUM (DATA BOR TANAH) SONDIR
No Kedalaman Jenis
Tanah ( ! )
" ### $## lem%&n' ## **+ # $+#
$## "### lem%&n' ### **+ # "#
"### "$## lem%&n' $## **+ # ",-#
- "$## ### lem% %ada. +"## "#/ # +#$ ### $## lem% %asi0 +## ""+, " /#
B. DATA BAHAN
Jenis .ian' %an1an' 2 Be.on 3e0.&lan' .am%an' lin'4a0an
Diame.e0 .ian' %an1an'5 D 6 #$
Pan7an' .ian' %an1an'5 L 6 -##
K&a. .e4an 3e.on .ian' %an1an'5 $
Be0a. 3e.on 3e0.&lan'5 -
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
-
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan a4sial .ian' %an1an'5 ##$-
1& 9:;"(m) ;(m) (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
58/129
2. BERDASARKAN DATA BOR TANAH (SKEMPTON)
a. Tahanan ujung
Tahanan &7&n' nominal dihi.&n' den'an 0&m&s 2
8a4.o0 daa d&4&n'
Diame.e0 .ian' %an1an'5 D 6 #$
L&as .am%an' .ian' %an1an'5 ##-*"
Kohesi .anah di se4i.a0 dasa0 .ian'5 $$##
8a4.o0 daa d&4&n' men&0&. S4em%.on5 *
Tahanan &7&n' nominal .ian' %an1an' 2 -*,
b. Tahanan g!"
Tahanan 'ese4 nominal men&0&. S4em%.on 2
:a4.o0 adhesi
8a4.o0 adhesi &n.&4 7enis .anah lem%&n' %ada .ian' %an1an' an' nilaina .e0'an.&n'nilai 4ohesi .anah5 men&0&. S4em%.on5 diam3il 2
Diame.e0 .ian' %an1an'5 D 6 #$#
L&as %e0m&4aan dindin' se'men .ian'5
%an7an' se'men .ian' %an1an' an' di.in7a& (m)
Pe0hi.&n'an .ahanan 'ese4 nominal .ian'
No Kedalaman
(m) (4N)" ### $## $# */# ## #, /-,"/
$## "### $# */# ### #/$ ,/,$
"### "$## $# */# $## #$$ ""+"
- "$## -## *# /#+,+ $$## #$ #$/"
Tahanan 'ese4 nominal .ian'5 -,#+-
-,#+-
#. Tahanan a"!$a% &$ang 'an#ang
Tahanan nominal .ian' %an1an'5 $#-*
P36 A3? 13? N1A36 L&as %enam%an' &7&n' 3a>ah .ian' (m)51
36 Kohesi .anah di 3a>ah dasa0 .ian' (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
59/129
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan a4sial .ian' %an1an'5 #*+
. BERDASARKAN HASIL UI SONDIR (BAGEMANN)
a. Tahanan ujungTahanan &7&n' nominal dihi.&n' den'an 0&m&s 2
:a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5
.ahanan %ene.0asi 4e0&1&. s.a.is an' me0&%a4an nilai 0a.a0a.a dihi.&n' da0i ,D
Diame.e0 .ian' %an1an'5 D 6 #$
L&as .am%an' .ian' %an1an'5 ##-*"
Tahanan %ene.0asi 4e0&1&. s.a.is 0a.a0a.a da0i ,D di a.as dasa0 sd -D di 3a>ah dasa
.ian' %an1an'5 - -##
8a4.o0 0ed&4si nilai .ahanan &7&n' nominal .ian'5 #$#
Tahanan &7&n' nominal .ian' %an1an' 2 "##,-
b. Tahanan g!"
Tahanan 'ese4 nominal men&0&. S4em%.on dihi.&n' d' 0&m&s 2
.ahanan 'ese4 4e0&1&. s.a.is 0a.a0a.a (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
60/129
men&0&. Mee0ho:: dina.a4an den'an 0&m&s 2
nilai SPT di se4i.a0 dasa0 .ian'5 dihi.&n' da0i ,D di a.as dasa0 .ian' sd -D di 3a
dasa0 .ian'5F 6 nilai SPT 0a.a0a.a di se%an7an' .ian'5
Be0dasa04an hasil %en'&7ian SPT di%e0oleh da.a s33
No Kedalaman Nilai SPT
N (m)
" ### $## $ $# $#
$## "### " $# +##
"### "$## / $# "$#
- "$## -## # *# /##
-# -*##
Nilai SPT 0a.a0a.a di se%an7an' .ian'5 #-
Nilai SPT di se4i.a0 dasa0 .ian' (,D di a.as dasa0 .ian' sd -D di 3a>ah dasa0 .ian')5
###
Diame.e0 .ian' %an1an'5 D 6 #$Pan7an' .ian' %an1an'5 L 6 -##
L&as dasa0 .ian' %an1an'5 ##-*"
L&as selim&. .ian' %an1an'5 ",,-*+
--/-**+
,#,-
Ka%asi.as nominal .ian' %an1an'5 ,#,-
8a4.o0 0ed&4si 4e4&a.an5 #+#Tahanan a4sial .ian' %an1an'5 ,$#
-. REKAP TAHANAN AKSIAL TIANG PANCANG
No U0aian Tahanan A4sial Tian' Pan1an'
" Be0dasa04an 4e4&a.an 3ahan ##$-
Be0dasa04an da.a 3o0 .anah (S4em%.on) #*+
Be0dasa04an hasil &7i sondi0 (Ba'emann) ##,
- Be0dasa04an hasil &7i SPT (Mee0ho::) ,$#
Pn6 -# ? N3? A3 F ? As
dan ha0&s Pn6 ,# ? F ? A3
N36
A36 l&as dasa0 .ian' (m)
As6 l&as selim&. .ian' (m)
L"
L"? N
;"(m) ;
(m)
F 6 L"?N < L"6
N36
A36 < - ? D6
As6 ? D ? L 6Pn6 -# ? N3? A3 F ? As6
Pn ,# ? F ? A36
Pn6
6? Pn6
? Pn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
61/129
Daa d&4&n' a4sial .e04e1il5 ##$-
Diam3il .ahanan a4sial .ian' %an1an'5 ####
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
den'an5
D 6Diame.e0 .ian' %an1an' (m)5 D 6 #$
L 6%an7an' .ian' %an1an' (m)5 L 6 -##
+/#
$#####
####"*
e 6 Ja0a4 3e3an la.e0al .e0hada% m&4a .anah (m)5 e 6 ##
de:le4si .ian' ma4sim&m (m) ##"#
= 4oe:isien de:le4si .ian'5 #/,#-+"*
",/ 2.- /a"a &0/a!u" &$ang 'anjang (OK)
Tahanan la.e0al nominal .ian' %an1an'5
/#
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan la.e0al .ian' %an1an'5
2. BERDASARKAN MOMEN MAKSIMUM (BRINCH HANSEN)
K&a. len.&0 3e.on .ian' %an1an'5 "####
Tahanan momen5 ###"$
Momen ma4sim&m5 "$-
Kohesi .anah 0a.a0a.a di se%an7an' .ian'
No Kedalaman
(m)
" ### $## $# ## ""$##
$## "### $# ### "$###
"### "$## $# $## +###
? Pn6
? Pn6
H 6 o? 4
h? D < C ? ? ( e ? " )
6 C 4h? D < ( - ? E1? I1) #$
4h6 mod&l&s s&3'0ade ho0ison.al (4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
62/129
- "$## "/## # +## "+##
"/# +$"##
Kohesi .anah 0a.a0a.a5 ,*-""/+$
%e0s(")
' 6 L ( : "$ ? D ) %e0s()%e0s()
%e0s(-)
Da0i %e0s(") 2 : 6 ##""+#+"
Da0i %e0s() 2 ' 6 + ##""+#+
####"$ #$-,,/ $$,"-
"$-#
Da0i %e0s() 2 #$/$ ###$,#
###$,# #$/$##
Da0i %e0s(-) 2 ###*#"$ "","$ "#$*$
Pe0s4&ad0a. 2 # 6 ###*# ",/$ "#$*$
Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5 ,"-*/
: 6 *-$*
-,+/
T0/a!u" &$ang 'anjan
Da0i %e0s() 2 #$/$ ###$,#"$- 6 ###$,# #$/$##
Pe0s4&ad0a. 2 # 6 ###$,# #$/$## "$-
Da0i %e0s 4&ad0a.5 di%e0oleh .ahanan la.e0al nominal5 ",$/
8a4.o0 0ed&4si 4e4&a.an5 #+#
Tahanan la.e0al .ian' %an1an'5 """
. REKAP TAHANAN LATERAL TIANG
No U0aian Tahanan La.e0al Tian' Pan1an'
" Be0dasa04an de:le4si .ian' ma4sim&m
Be0dasa04an momen ma4sim&m """
Tahanan la.e0al .ian' .e04e1il5 """
Diam3il .ahanan la.e0al .ian' %an1an'5 "###
L"6 1&?L"6&6 C 1&? L" < L"6
: 6 Hn< C * ?
&? D
M6 Hn? ( e "$ ? D #$ ? : )
M6 * < - ? D ?
&? '
? Hn? H
n
'6 ? Hn ? H
n
* < - ? D ? 1&6
M6 H
n? ( ? H
n)
M6 ? H& ? Hn
M6 ? H& ? Hn
? H& ? Hn
Hn6
Mma6 Hn? ( e "$ ? D #$ ? : ) 6
Mma M
M6 Hn? ( ? Hn)? Hn
? Hn ? Hn
Hn6
6? Hn6
? Hn
? Hn6
? Hn6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
63/129
PERHITUNGAN KEKUATAN ,ONDASI
KODE 8ONDASI 2 ,4
DATA BAHAN PILECAPK&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 #+#
Le3a0 4olom a0ah 5 #+#
Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
Te3al %ile1a%5 h 6 #$#
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
36
36
>s6
s6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
64/129
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 "$####
Momen a0ah a4i3a. 3e3an .e0:a4.o0 $###
Momen a0ah a4i3a. 3e3an .e0:a4.o0 ###Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 "$###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 "###
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2
No J&mlah No J&mlah
n (m) n (m)
" "## ## " "## ##
### ### ### ###
"## ## "## ##
n 6 * +## n 6 * +##
Le3a0 %ile1a% a0ah 5 ,#
Le3a0 %ile1a% a0ah 5 ,#
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 "/#"
Be0a. %ile1a%5 *-#,
To.al 'aa a4sial .e0:a4.o05 "/+$"
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 "##
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 "##Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 "##
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 "##
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
/--,
""/,"
Sa0a. 2
/--, #### BAHA+A (NG)
2. GA+A LATERAL PADA TIANG PANCANG
P&46
M&
6
M&6H&6
H&
6
? Pn6
? Hn6
n ? n ?
(m) (m)
6 6L6
L6
@s6 L ? L ? ; ? >s6
@16 L ? L ? h ? >16
P&6 P&4 " ? @s " ? @16
ma6
ma
6
min6
min6
%&ma 6 P& < n M&? ma < M&? ma <
6
%&min 6 P& < n M&? min < M&? min <
6
%&ma ? Pn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
65/129
Gaa la.e0al a0ah %ada .ian'5 "++/
Gaa la.e0al a0ah %ada .ian'5 "---
Gaa la.e0al 4om3inasi d&a a0ah5 #$
Sa0a. 2 #$ "### BAHA+A (NG)
. TINAUAN GESER ARAH
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #*##Be0a. 3e.on5 #-#
Be0a. .anah5 -#,-
Gaa 'ese0 a0ah 5 /$/"
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ,##
Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
$#-*+
"**,
h& 6 H& < n 6
h& 6 H& < n 6
h&ma
6 ( h&
h&
) 6
h&ma ? Hn
1
6 ( L
3
d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&6 ? %&ma @" @6
3 6 L6
16 3< 36
K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
66/129
"++*$*/
Diam3il5 4&a. 'ese0 %ile1a%5 "++*$*/
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 "$"*,
Sa0a. an' ha0&s di%en&hi5
"$"*, /$/" AMAN (OK)
*. TINAUAN GESER ARAH +
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #*##
Be0a. 3e.on5 #-#
Be0a. .anah5 -#,-
Gaa 'ese0 a0ah 5 /$/"
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ,##
Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
16 " < ? :1= ? 3 ? d ? "#616
6
16
1 &
16 ( L 3 d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&6 ? %&ma @" @6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
7/25/2019 Perhitungan Fondasi Footplat.xlsx
67/129
$#-*+
"**,
"++*$*/
Diam3il5 4&a. 'ese0 %ile1a%5 "++*$*/
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$K&a. 'ese0 %ile1a%5 "$"*,
Sa0a. an' ha0&s di%en&hi5
"$"*, /$/" AMAN (OK)
-. TINAUAN GESER DUA ARAH (PONS)
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Le3a0 3idan' 'ese0 %ons a0ah 5 "###
Le3a0 3idan' 'ese0 %ons a0ah 5 "###
Gaa 'ese0 %ons a4i3a. 3e3an .e0:a4.o0 %ada 4olom5 "$#####
L&as 3idan' 'ese0 %ons5 "+##
Le3a0 3idan' 'ese0 %ons5 -###
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
+
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#6
16
6 16
1 &
B6 3 d 6
B6 3 d 6
P&46
A%6 ? ( B B) ? d 6
3%6 ? ( B B) 6
16 3< 36
Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i :% an' di%e0oleh da0i %e0ss33 2:%6 C " < 1 ? :1= < + 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
68/129
+
"-*"
Te'an'an 'ese0 %ons an' disa0a.4an5 "-*"
8a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 #/$
K&a. 'ese0 %ons5 "/,,,$Sa0a. 2
"/,,,$- "$##### AMAN (OK)
. PEMBESIAN PILECAP
.1. 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
$,+-
Le3a0 %ile1a% an' di.in7a&5 ,##
Te3al %ile1a%5 h 6 $##
:%6 C s? d < 3% ? :1= < " 6:%6 " < ? :1= 6
:%6
6
? n%6? A%? :%? "#
6? n% P&4
16 ( L 3) < 6
e6 1 a 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
69/129
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
++#/*
"-/-*,
(OK)Rasio .&lan'an an' di%e0l&4an5
###-#
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###-#
L&as .&lan'an an' di%e0l&4an5 --/$
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 "/
Ja0a4 .&lan'an ma4sim&m5 ##Ja0a4 .&lan'an an' di'&na4an5 s 6 "/
Di'&na4an .&lan'an5 D "+ 3 "#
L&as .&lan'an .e0%a4ai5 -+*"-$
.2. TULANGAN LENTUR ARAH +
:1= 6
:6
Es6"6
36
"? #,$ ? :
1< :
? +## < ( +## :
) 6
6R
ma6 #/$ ?
3? :
? C"?#/$?
3? :
< ( #,$ ? :
1 ) 6
Mn6 M
&< 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn
Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
70/129
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 h 6 $##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**++#/*
"-/-*,
(OK)Rasio .&lan'an an' di%e0l&4an5
###-#
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5
###-#L&as .&lan'an an' di%e0l&4an5 --/$
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 "/
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 "/
Di'&na4an .&lan'an5 D "+ 3 "#
L&as .&lan'an .e0%a4ai5 -+*"-$
. TULANGAN SUSUT
16 ( L
3
) < 6
e6 1 a 6@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
M&
6 ? %&ma
? e @
"? 1
< @
? 1
< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6
Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
71/129
Rasio .&lan'an s&s&. minim&m5 ###"-
L&as .&lan'an s&s&. a0ah 5 "$+,
L&as .&lan'an s&s&. a0ah 5 "$+,
Diame.e0 .&lan'an an' di'&na4an5 "Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##
Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##
PERHITUNGAN KEKUATAN ,ONDASI
KODE 8ONDASI 2 ,
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 #$$
Le3a0 4olom a0ah 5 #$$Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
Te3al %ile1a%5 h 6 #$#
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
smin6
As6 smin? 3 ? d 6 A
s6
smin? 3 ? d 6
s6 < - ? ? 3 < As6
s5ma
6
s6
s6 < - ? ? 3 < A
s6
s5ma
6
s6
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
36
36
>s6
s6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
72/129
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 *$###
Momen a0ah a4i3a. 3e3an .e0:a4.o0 $###
Momen a0ah a4i3a. 3e3an .e0:a4.o0 "-###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 "####
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 *###
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2
No J&mlah No J&mlah n (m) n (m)
" "## ## " #$# #/$
### ### #$# #/$
"## ##
n 6 + -## n 6 + "$#
Le3a0 %ile1a% a0ah 5 ,#
Le3a0 %ile1a% a0ah 5 ",#
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 ,"+$
Be0a. %ile1a%5 +#-,
To.al 'aa a4sial .e0:a4.o05 ""#$$
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 "##
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 "##
P&46
M&
6
M&6H&6
H&6
? Pn6
? Hn6
n ? n ? (m) (m)
6 6L6
L
6
@s6 L ? L ? ; ? >s6
@16 L ? L ? h ? >16
P&6 P&4 " ? @s " ? @16
ma6
ma6min6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
73/129
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #$#
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
*$*
//$*
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 -
Sa0a. 2
- "### BAHA+A (NG)
. TINAUAN GESER ARAH
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #*$
Be0a. 3e.on5 "**,#
min6
%&ma 6 P& < n M&? ma < M&? ma <
6
%&min
6 P&< n M
&?
min< M
&?
min< 6
%&ma ? Pn
h&
6 H&
< n 6
h& 6 H& < n 6
h&ma
6 ( h&
h&
) 6
h&ma ? Hn
16 ( L 3 d ) < 6@"6 1 ? L ? h ? >16
7/25/2019 Perhitungan Fondasi Footplat.xlsx
74/129
Be0a. .anah5 +*/
Gaa 'ese0 a0ah 5 $--,*,
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ",##
Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
"+#**+*
*"/*$
"#/"
Diam3il5 4&a. 'ese0 %ile1a%5 "#/"
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 ,#-*,-
Sa0a. an' ha0&s di%en&hi5
,#-*,- $--,*, AMAN (OK)
*. TINAUAN GESER ARAH +
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
@6 1 ? L ? ; ? >s6
&6 ? %&ma @" @6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " <
1 ? :
1= ? 3 ? d < + ? "#6
16 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :
1= ? 3 ? d ? "#6
16
6
16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
75/129
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #-$
Be0a. 3e.on5 "-,#
Be0a. .anah5 "*/,
Gaa 'ese0 a0ah 5 ,$-"*
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ,##Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
$#-*+
"**,
"++*$*/
Diam3il5 4&a. 'ese0 %ile1a%5 "++*$*/
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 "$"*,
Sa0a. an' ha0&s di%en&hi5
"$"*, ,$-"* AMAN (OK)
-. TINAUAN GESER DUA ARAH (PONS)
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
16 ( L 3 d ) < 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
&
6 ? %&ma
@" @
6
3 6 L6
16 3
< 3
6
K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " <
1 ? :
1= ? 3 ? d < + ? "#6
16 C
s? d < 3 ? :
1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#6
16
6 16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
76/129
Le3a0 3idan' 'ese0 %ons a0ah 5 #*$#
Le3a0 3idan' 'ese0 %ons a0ah 5 #*$#
Gaa 'ese0 %ons a4i3a. 3e3an .e0:a4.o0 %ada 4olom5 *$####
L&as 3idan' 'ese0 %ons5 "$#
Le3a0 3idan' 'ese0 %ons5 ,##Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
+
"$
"-*"
Te'an'an 'ese0 %ons an' disa0a.4an5 "-*"
8a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 #/$
K&a. 'ese0 %ons5 "+**-"
Sa0a. 2
"+**-" *$#### AMAN (OK)
. PEMBESIAN PILECAP
.1. TULANGAN LENTUR ARAH
B6 3 d 6
B6 3 d 6
P&46
A%6 ? ( B
B
) ? d 6
3%6 ? ( B B) 616 3< 36
Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i :% an' di%e0oleh da0i %e0ss33 2
:%6 C " < 1 ? :1= < + 6:%6 C
s? d < 3
% ? :
1= < " 6
:%6 " < ? :
1= 6
:%6
6 ? n%6? A%? :%? "#6
? n% P&4
7/25/2019 Perhitungan Fondasi Footplat.xlsx
77/129
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 ""$
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 h 6 $##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
-*+"
"/*+
(OK)Rasio .&lan'an an' di%e0l&4an5
###-/
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###-/
L&as .&lan'an an' di%e0l&4an5 +#,#
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 "#,Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 "#,
Di'&na4an .&lan'an5 D "+ 3 "##
L&as .&lan'an .e0%a4ai5 +"*""
.2. TULANGAN LENTUR ARAH +
16 ( L 3) < 6
e6 1 a 6
@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As
6
sma6
As6 < - ? D? 3 < s 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
78/129
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 #+$
Ja0a4 .ian' .hd sisi 4olom5 #$
Be0a. 3e.on5 "###
Be0a. .anah5 ,$#
Momen an' .e07adi %ada %ile1a%5
",-,
Le3a0 %ile1a% an' di.in7a&5 ,##
Te3al %ile1a%5 h 6 $##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#$**
#-"#
#$"-"
(OK)Rasio .&lan'an an' di%e0l&4an5
###"
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5
###$
L&as .&lan'an an' di%e0l&4an5 ,####
16 ( L
3
) < 6
e6 1 a 6@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
79/129
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 #"
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##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 "$+,
Diame.e0 .&lan'an an' di'&na4an5 "
Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##Di'&na4an .&lan'an s&s&. a0ah 5 " 3 ##
PERHITUNGAN KEKUATAN ,ONDASI
KODE 8ONDASI 2 ,-
DATA BAHAN PILECAP
K&a. .e4an 3e.on5 #
*#
-#
Be0a. 3e.on 3e0.&lan'5 -
DATA DIMENSI ,ONDASI
Le3a0 4olom a0ah 5 #+#Le3a0 4olom a0ah 5 #+#
Ja0a4 .ian' %an1an' .e%i .e0hada% sisi l&a0 3e.on5 a 6 #-#
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
smin
6
As6 smin? 3 ? d 6
As
6 smin
? 3 ? d 6
s6 < - ? ? 3 < As6
s5ma6
s6
s6 < - ? ? 3 < As6
s5ma6
s6
:1= 6
K&a. leleh 3a7a .&lan'an deform( " mm )5 : 6
K&a. leleh 3a7a .&lan'an %olos ( " mm )5 : 6
>1 6
3
6
36
7/25/2019 Perhitungan Fondasi Footplat.xlsx
80/129
Te3al %ile1a%5 h 6 #$#
Te3al .anah di a.as %ile1a%5 ; 6 #*#
Be0a. ol&me .anah di a.as %ile1a%5 ",##
Posisi 4olom (dalam 6 -#5 .e%i 6 #5 s&d&. 6 #) -#
DATA BEBAN ,ONDASI
Gaa a4sial 4olom a4i3a. 3e3an .e0:a4.o05 /####
Momen a0ah a4i3a. 3e3an .e0:a4.o0 ",###Momen a0ah a4i3a. 3e3an .e0:a4.o0 "$###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 *###
Gaa la.e0al a0ah a4i3a. 3e3an .e0:a4.o05 ,$##
Tahanan a4sial .ian' %an1an'5 ####
Tahanan la.e0al .ian' %an1an'5 "###
DATA SUSUNAN TIANG PANCANG
S&s&nan .ian' %an1an' a0ah 2 S&s&nan .ian' %an1an' a0ah 2No J&mlah No J&mlah
n (m) n (m)
" #/# #*, " #/# #*,
" ### ### " ### ###
#/# #*, #/# #*,
n 6 $ "*+ n 6 $ "*+
Le3a0 %ile1a% a0ah 5 #
Le3a0 %ile1a% a0ah 5 #
>s6
s6
P&46
M&6M&6
H&6
H&6
? Pn6
? Hn6
n ? n ?
(m) (m)
6 6L6
L6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
81/129
1. GA+A AKSIAL PADA TIANG PANCANG
Be0a. .anah di a.as %ile1a%5 /,-"
Be0a. %ile1a%5 $,#,
To.al 'aa a4sial .e0:a4.o05 ,+/*Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #/#
Len'an ma4sim&m .ian' %an1an' a0ah .hd %&sa.5 #/#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #/#
Len'an minim&m .ian' %an1an' a0ah .hd %&sa.5 #/#
Gaa a4sial ma4sim&m dan minim&m %ada .ian' %an1an'5
*#+"
$-*#
Sa0a. 2
*#+" #### BAHA+A (NG)
2. GA+A LATERAL PADA TIANG PANCANG
Gaa la.e0al a0ah %ada .ian'5 ",##
Gaa la.e0al a0ah %ada .ian'5 "/##
Gaa la.e0al 4om3inasi d&a a0ah5 -/+Sa0a. 2
-/+ "### BAHA+A (NG)
. TINAUAN GESER ARAH
@s6 L ? L ? ; ? >s6
@16 L
? L
? h ? >
16
P&6 P&4 " ? @s " ? @16ma6
ma
6
min6
min
6
%&ma 6 P& < n M&? ma < M&? ma <
6
%&min
6 P&< n M
&?
min< M
&?
min< 6
%&ma ? Pn
h& 6 H& < n 6
h& 6 H& < n 6
h&ma6 ( h&
h&
) 6h&ma ? Hn
7/25/2019 Perhitungan Fondasi Footplat.xlsx
82/129
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+##
Be0a. 3e.on5 "$,-#
Be0a. .anah5 ",-
Gaa 'ese0 a0ah 5 $--##$
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ##
Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
"*+//-#
#-"#$
""",/
Diam3il5 4&a. 'ese0 %ile1a%5 """,/
8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 *,,/#Sa0a. an' ha0&s di%en&hi5
*,,/# $--##$ AMAN (OK)
*. TINAUAN GESER ARAH +
16 ( L
3
d ) < 6
@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
&
6 ? %&ma
@" @
6
3 6 L6
16 3< 36K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i
1an' di%e0oleh da0i %e0ss33 2
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#616
6
16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
83/129
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Ja0a4 3id 40i.is .e0hada% sisi l&a05 #+##
Be0a. 3e.on5 "$,-#
Be0a. .anah5 ",-
Gaa 'ese0 a0ah 5 $--##$
Le3a0 3idan' 'ese0 &n.&4 .in7a&an a0ah 5 ##
Te3al e:e4.i: %ile1a%5 d 6 -##
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
"*+//-#
#-"#$
""",/
Diam3il5 4&a. 'ese0 %ile1a%5
""",/8a4.o0 0ed&4si 4e4&a.an 'ese05 #/$
K&a. 'ese0 %ile1a%5 *,,/#
Sa0a. an' ha0&s di%en&hi5
*,,/# $--##$ AMAN (OK)
-. TINAUAN GESER DUA ARAH (PONS)
16 ( L
3
d ) < 6
@"6 1
? L
? h ? >
16
@6 1 ? L ? ; ? >s6
&
6 ? %&ma
@" @
6
3 6 L6
16 3< 36
K&a. 'ese0 %ile1a% a0ah 5 diam3il nilai .e04e1il da0i 1an' di%e0oleh da0i %e0ss33 2
16 C " < 1 ? :1= ? 3 ? d < + ? "#616 C s? d < 3 ? :1= ? 3 ? d < " ? "#6
16 " < ? :1= ? 3 ? d ? "#6
16 6
16
1 &
7/25/2019 Perhitungan Fondasi Footplat.xlsx
84/129
Ja0a4 %&sa. .&lan'an .e0hada% sisi l&a0 3e.on5 d= 6 #"##
Te3al e:e4.i: %ile1a%5 d 6 h d= 6 #-##
Le3a0 3idan' 'ese0 %ons a0ah 5 "###
Le3a0 3idan' 'ese0 %ons a0ah 5 "###
Gaa 'ese0 %ons a4i3a. 3e3an .e0:a4.o0 %ada 4olom5 /#####
L&as 3idan' 'ese0 %ons5 "+##
Le3a0 3idan' 'ese0 %ons5 -###
Rasio sisi %an7an' .hd sisi %ende4 4olom5 "####
+
+
"-*"
Te'an'an 'ese0 %ons an' disa0a.4an5 "-*"
8a4.o0 0ed&4si 4e4&a.an 'ese0 %ons5 #/$K&a. 'ese0 %ons5 "/,,,$
Sa0a. 2
"/,,,$- /##### AMAN (OK)
. PEMBESIAN PILECAP
.1. TULANGAN LENTUR ARAH
B6 3
d 6
B6 3
d 6
P&46
A%6 ? ( B
B
) ? d 6
3%6 ? ( B B) 6
16 3< 36
Te'an'an 'ese0 %ons5 diam3il nilai .e04e1il da0i :% an' di%e0oleh da0i %e0ss33 2
:%6 C " < 1 ? :1= < + 6:%6 C s? d < 3% ? :1= < " 6
:%6 " < ? :1= 6:%6
6 ? n%6? A%? :%? "#
6
? n% P&4
7/25/2019 Perhitungan Fondasi Footplat.xlsx
85/129
Ja0a4 .e%i 4olom .e0hada% sisi l&a0 %ile1a%5 #,##
Ja0a4 .ian' .hd sisi 4olom5 #-##
Be0a. 3e.on5 ""#
Be0a. .anah5 ,$"
Momen an' .e07adi %ada %ile1a%5
"+*
Le3a0 %ile1a% an' di.in7a&5 ##
Te3al %ile1a%5 h 6 $##
Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
+$/*,
#/$$"" (OK)Rasio .&lan'an an' di%e0l&4an5
####
Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###$
L&as .&lan'an an' di%e0l&4an5 ####
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 #"
Ja0a4 .&lan'an ma4sim&m5 ##
16 ( L
3
) < 6
e6 1
a 6
@"6 1 ? L ? h ? >16
@6 1
? L
? ; ? >
s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
Mn6 M& < 6
Rn
6 Mn
? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6
min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6sma6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
86/129
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##
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
"+*
Le3a0 %ile1a% an' di.in7a&5 ##
Te3al %ile1a%5 h 6 $##Ja0a4 %&sa. .&lan'an .hd sisi l&a0 3e.on5 d= 6 "##
Te3al e:e4.i: %la.5 d 6 h d= 6 -##
K&a. .e4an 3e.on5 #
K&a. leleh 3a7a .&lan'an5 *#
Mod&l&s elas.is 3a7a5 ##E#$
8a4.o0 dis.0i3&si .e' 3e.on5 #,$
##-$$
8a4.o0 0ed&4si 4e4&a.an len.&05 #,#
$**
As6 < - ? D? 3 < s 6
16 ( L 3) < 6e6 1 a 6
@"6 1 ? L ? h ? >16
@6 1 ? L ? ; ? >s6
M&6 ? %&ma? e @"? 1< @? 1< 6
3 6 L6
:1= 6
:6
Es6
"6
36 "? #,$ ? :1< :? +## < ( +## :) 6
6Rma6 #/$ ? 3 ? :? C"?#/$? 3 ? :< ( #,$ ? :1 ) 6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
87/129
+$/*,
#/$$""
(OK)Rasio .&lan'an an' di%e0l&4an5
####Rasio .&lan'an minim&m5 ###$
Rasio .&lan'an an' di'&na4an5 ###$
L&as .&lan'an an' di%e0l&4an5 ####
Diame.e0 .&lan'an an' di'&na4an5 D "+
Ja0a4 .&lan'an an' di%e0l&4an5 #"
Ja0a4 .&lan'an ma4sim&m5 ##
Ja0a4 .&lan'an an' di'&na4an5 s 6 ##
Di'&na4an .&lan'an5 D "+ 3 ##
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 "
Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
Ja0a4 .&lan'an s&s&. a0ah an' di'&na4an5 ##
Ja0a4 .&lan'an s&s&. a0ah 5 #
Ja0a4 .&lan'an s&s&. ma4sim&m a0ah 5 ##
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 ##
Mn6 M& < 6
Rn6 Mn ? "#+< ( 3 ? d ) 6
Rn Rma
6 #,$ ? :1 < : ?C " " Q ? Rn< ( #,$ ? :1 ) 6min6
6As6 ? 3 ? d 6
s 6 < - ? D? 3 < As6
sma6
As6 < - ? D? 3 < s 6
smin6
As6 smin? 3 ? d 6
As6 smin? 3 ? d 6
s6 < - ? ? 3 < As6
s5ma6
s6
s6 < - ? ? 3 < As6
s5ma6
s
6
7/25/2019 Perhitungan Fondasi Footplat.xlsx
88/129
SPT
Nilai SPT
N
$
"
/
$-
m
m
MPa
4N
4Pa
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
89/129
m
4N
a0i
m
4N
4N
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
90/129
4N
di
m
4N
4N
4N
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
91/129
(4N)
(4N)
ah
mm
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
92/129
4N
4N
m
m
m
m
m
4N
4N
4Nm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
93/129
4N
m
4Nm
(OK)
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
94/129
MPa
MPa
MPa
m
m
m
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
95/129
4N
4Nm
4Nm4N
4N
4N
4N
m
m
4N
4N
4N
m
mm
m
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
96/129
4N
4N
4N
m
m
m4N
4N
4N
mm
mm
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
97/129
4N
4N
4N
mm
m
4N
4N
4N
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
98/129
4N
4N
4N
4N
4N
mm
m
m
4N
m
MPa
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
99/129
MPa
MPa
MPa
4N
m
m
4N
4N
4Nm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
100/129
mm
mm
MPa
MPa
MPa
4Nm
mm
mm
mmmm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
101/129
m
m4N
4N
4Nm
mm
mm
mm
mm
MPa
MPa
MPa
4Nm
mm
mm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
102/129
mmmm
mm
mm
mm
mm
mm
MPa
MPa
MPa
m
mm
m
m
mm
mm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
103/129
4N
4Nm
4Nm
4N
4N
4N
4N
m
m
4N
4N
4N
m
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
104/129
m
4N
4N
4N
4N
4N
m
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
105/129
4N
4N
mm
mm
4N
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
106/129
m
4N
4N
4N
mmmm
4N
4N
4N
4N
4N
m
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
107/129
m
m
4N
m
MPa
MPa
MPa
MPa
4N
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
108/129
m
m
4N
4N
4Nm
mm
mm
mm
mm
MPa
MPa
MPa
4Nm
mm
mmmm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
109/129
7/25/2019 Perhitungan Fondasi Footplat.xlsx
110/129
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
MPa
MPa
MPa
mm
m
mm
mm
mm
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
111/129
m
m
4N
4Nm4Nm
4N
4N
4N
4N
m
m
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
112/129
4N
4N
4Nm
m
m
m
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
113/129
mm
m
4N
4N
4N
mm
mm
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
114/129
m
m
m
4N
4N
4N
mm
mm
4N
4N
4N
4N
4N
7/25/2019 Perhitungan Fondasi Footplat.xlsx
115/129
m
m
m
m
4N
m
MPa
MPa
MPa
MPa
4N
m
7/25/2019 Perhitungan Fondasi Footplat.xlsx
116/129
m
m
4N
4N
4Nm
mm
mm
mm
mm
MPa
MPaMPa
4Nm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
117/129
mm
mm
4N
4N
4Nm
mm
mmmm
mm
MPa
MPa
MPa
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
118/129
4Nm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
7/25/2019 Perhitungan Fondasi Footplat.xlsx
119/129
PERHITUNGAN ,ONDASI ,OOTPLAT
BENTUK EMPAT PERSEGI PANJANG
[C]2010 : M.