Home
Add Document
Sign In
Register
Perhitungan Pondasi Foot Plat
Home
Perhitungan Pondasi Foot Plat
Perhitungan Pondasi TapakFull description...
Author:
Dwi Novita
24 downloads
217 Views
711KB Size
Report
DOWNLOAD .PDF
Recommend Documents
Perencanaan Pondasi Telapak (foot plat)
membahas tentang perencanaan pondasi telapak beserta dengan rumusan matemasinyaDeskripsi lengkap
Perencanaan Pondasi Telapak (foot plat)
membahas tentang perencanaan pondasi telapak beserta dengan rumusan matemasinya
Perhitungan Balok, Kolom, Plat Dan Pondasi
STRUKTUR RANGKAFull description
Pondasi Plat Beton
Pondasi Plat Beton
Perhitungan Pondasi
PERHITUNGAN PONDASI
PERHITUNGAN PONDASI
Perhitungan Tulangan Plat Lantai
perhitungan tulangan plat lantai, perencanaan tulangan,Deskripsi lengkap
Perhitungan Tulangan Plat Lantai
perhitungan tulangan plat lantai, perencanaan tulangan,Full description
01. Perhitungan Plat Lantai
h
Perhitungan Plat Injak
Plat injak beton bertulangFull description
Perhitungan Plat Injak
Plat injak beton bertulangDeskripsi lengkap
Perhitungan Plat Tutup Saluran_alizaka.blogspot.com
Full description
DETAI PONDASI MENERUS DAN DTL PONDASI FOOT PLAT DAN DTAL SLOOP.pdf
Full description
PERHITUNGAN PONDASI TELAPAK.xls
Full description
Perhitungan Rekayasa Pondasi
Makalah Rekayasa PondasiFull description
Perhitungan pondasi dangkal
Hand out
Perhitungan Pondasi Footplat
pondasi upload saja, buatFull description
perhitungan pondasi full
engineering
PERHITUNGAN PONDASI manual.docx
contoh Perhitungan Pondasi Telapak
Menghitung perencanaan pondasi setapakDeskripsi lengkap
4. Perhitungan Pondasi
Perhitungan Pondasi ASPOL
12. PERHITUNGAN PONDASI
hitung pondasiFull description
PERHITUNGAN PONDASI TELAPAK.xls
PERHITUNGAN FONDASI FOOTPLAT FOOTPLAT BENTUK EMPAT EMPAT PERSEGI PANJANG [C]2010 : M. Noer Ilham
A. DATA FONDASI FOOT PLAT DATA TANAH
Kedalaman fondasi, Bera !ol"me ana#, S"d" 'ese( dalam, Ko#esi, Ta#anan (on"s raa-raa #asil /en'"ian sondir1, Nilai N #asil "i SPT
8f g f + 9+ N
2.50 $%.&0 )*.00 0.00 5.00 $3
B6 B7 # 6 7
2.20 $.30 0.*0 0.*0 0.)0
DIMENSI FONDASI
4ear fondasi ara# 6, 4ear fondasi ara# 7, Teal fondasi, 4ear (olom ara# 6, 4ear (olom ara# 7,
Posisi (olom dalam *0, e/i )0, s"d" 201
as
*0
f += f 7 g+
20.0 )0 2*
BAHAN KONSTRUKSI
K"a e(an eon, K"a lele# aa "lan'an, Bera eon er"lan', BEBAN RENCANA FONDASI
Ga7a a(sial a(ia ean erfa(or, erfa(or, Momen ara# 6 a(ia ean erfa(or, Momen ara# 7 a(ia ean erfa(or,
P" 350.000 M"6 $55.000 M"7 $)&.000
B. KAP KA PASITAS ASITAS DUKUNG TANAH 1. MENURUT TERZAGHI DAN PECK (1943)
Ka/asias d"("n' "limi ana# men"r" Ter:a'#i Ter:a'#i dan Pe+( $*)1 ;
9" + > N+ > $ ? 0.) > B @ 41 ? 8 f > g > N9 ? 0.5 > B > Ng > $ - 0.2 > B @ 41 + (o#esi ana# (N@m21 8f Kedalaman fondasi m1 g era !ol"me ana# (N@m)1 B lear fondasi m1 4 /anan' fondasi m1 S"d" 'ese( dalam,
+ 0.00 8f 2 .5 0 g $%.&0 B B7 $ .3 0 4 B7 2 .20 f )*.00 f f @ $30 > p 0.5)*$$5 a e)>p @ * - f@21>an f *.0$$*033 K/g ) > an2 *5° *5° ? $@2> f ? ))° ))°1 %2.*%&)05
N+ $@ an f > a2 @ 2 > +os2 *5 ? f@21 - $ N9 a2 @ 2 > +os 2 *5 ? f@21 N+ > an f ? $ Ng $@2 > an f > K/g @ +os2 f - $
52.&)% )&.50* )5.22&
Ka/asias d"("n' "limi ana# men"r" Ter:a'#i Ter:a'#i ;
9" +>N+>$?0.)>B@41 ? 8f >g>N9 ? 0.5>B>Ng>$-0.2>B@41 $&)2.%$ 9a 9" @ ) 5**.2* Ka/asias d"("n' ana#,
2. MENURUT MEYERHOF (195)
Ka/asias d"("n' ana# men"r" Me7er#of $5&1 ;
9a 9+ @ )) > B ? 0.) 1 @ B 2 > Kd Kd $ ? 0.)) > 8f @ B den'an,
dalam ('@+m21 #ar"s £ $.))
9+ a#anan (on"s raa-raa #asil sondir /ada dasar fondasi ('@+m2 1 B B7 B lear fondasi m1 $ .3 0 8f Kedalaman fondasi m1 8f 2 .5 0 Kd $ ? 0.)) > 8f @ B $.*53))))) Kd diamil, $ .) ) 9+ 5.00 Ta#anan (on"s raa-raa #asil sondir /ada dasar fondasi, 9a 9+ @ )) > B ? 0.) 1 @ B 2 > Kd 5.2$$ 9a 52$.$* Ka/asias d"("n' iin ana#, 3. MENURUT SKEMPTON (19!)
Ka/asias d"("n' ana# men"r" S(em/on $3&1 ;
9a $2.5 > N= > B ? 0.) 1 @ B 2 > Kd N= CN > N den'an, CN 2 @ $ ? / o @ /r 1 Kd $ ? 0.)) > 8f @ B 8f B /o /r CN N=
Kedalaman fondasi m1 lear fondasi m1 e(anan overburden efe(if, e'an'an efe(if referensi, fa(or (ore(si overburden, nilai SPT er(ore(si,
Ka/asias d"("n' iin ana#,
dalam (N@m2 1
#ar"s £ $.))
8f 2 .5 0 B B7 $ .3 0 /o 8f > g ** /r $00 CN 2 @ $ ? / o @ /r 1 $.) N= CN > N 25.00 Kd $ ? 0.)) > 8f @ B $.*53))))) Kd 8iamil, $ .) )
9a $2.5 > N= > B ? 0.) 1 @ B 2 > Kd
5&5.%$
4. KAPASITAS DUKUNG TANAH YANG DIPAKAI
Ka/asias d"("n' ana# men"r" Ter:a'#i dan Pe+( ; Ka/asias d"("n' ana# men"r" Me7er#of ; Ka/asias d"("n' ana# men"r" S(em/on ; Ka/asias d"("n' ana# 7an' di/a(ai ;
9a 9a 9a 9a
5**.2* 52$.$* 5&5.%$ 52$.$*
C. KONTROL TEGANGAN TANAH
A B6 > B7 4"as dasar foo /la, D6 $@& > B7 > B62 Ta#anan momen ara# 6, D7 $@& > B6 > B72 Ta#anan momen ara# 7, : 8f - # Tin''i ana# di aas foo /la, 9 # > g+ ? : > g Te(anan a(ia era foo /la dan ana#, E(senrisias /ada fondasi ; e6 M"6 @ P" 0.$32* m B6 @ & 0.)&&% m " e7 M"7 @ P" 0.$&00 m B7 @ & 0.)000 m " Te'an'an ana# ma(sim"m 7an' eradi /ada dasar fondasi ;
).&00 $.*520 $.$330 2 .$ 0 *&.5&0
9ma6 P" @ A ? M"6 @ D6 ? M"7 @ D7 ? 9 *32.*)* 9ma6 " 9a AMAN (OK)
Te'an'an ana# minim"m 7an' eradi /ada dasar fondasi ;
9min P" @ A - M"6 @ D6 - M"7 @ D7 ? 9 9min
#
$
).%
%&' %*&+, %-.%&,' (OK
D. GAYA GESER PADA FOOT PLAT 1. TINAUAN GESER ARAH /
d= Jara( /"sa "lan'an er#ada/ sisi l"ar eon, d # - d= Teal efe(if foo /la, a6 B6 - 6 - d 1 @ 2 Jara( id. (riis er#ada/ sisi l"ar foo /la, Te'an'an ana# /ada idan' (riis 'eser ara# 6,
0.0%5 0.)25 0.%)3
96 9min ? B6 - a61 @ B6 > 9ma6 - 9min1 ))*.$$$ "6 96 ? 9ma6 - 96 1 @ 2 - 9 > a 6 > B7 *30.$%) Ga7a 'eser ara# 6, B7 4ear idan' 'eser "n"( ina"an ara# 6, $300 d Teal efe(if foo/la, )25 b+ 6 @ 7 $.)))) Rasio sisi /anan' #d. sisi /ende( (olom, K"a 'eser foo /la ara# 6, diamil nilai er(e+il dari + 7an' di/erole# dari /ers.s. ;
+ $ ? 2 @ b+ > f += > > d @ & > $0-) + as > d @ ? 2 > f += > > d @ $2 > $0-) + $ @ ) > f += > > d > $0-) + 8iamil, ("a 'eser foo /la, f
$00.03) 20$0.53 3%2.0&% 3%2.0&% 0 .% 5 &5*.050
S7ara 7an' #ar"s di/en"#i,
f * + &5*.050
≥
#
"6 *30.$%)
AMAN (OK)
2. TINAUAN GESER ARAH Y
d= Jara( /"sa "lan'an er#ada/ sisi l"ar eon, d # - d= Teal efe(if foo /la, a7 B7 - 7 - d 1 @ 2 Jara( id. (riis er#ada/ sisi l"ar foo /la, Te'an'an ana# /ada idan' (riis 'eser ara# 7,
0.035 0.)$5 0.5)
97 9min ? B7 - a71 @ B7 > 9ma6 - 9min1 ))&.%) "7 97 ? 9ma6 - 97 1 @ 2 - 9 > a 7 > B6 *%).2*0 Ga7a 'eser ara# 7, B6 4ear idan' 'eser "n"( ina"an ara# 7, 2200 d Teal efe(if foo/la, )$5 b+ 6 @ 7 $.)))) Rasio sisi /anan' #d. sisi /ende( (olom, K"a 'eser foo /la ara# 7, diamil nilai er(e+il dari + 7an' di/erole# dari /ers.s. ;
+ $ ? 2 @ b+ > f += > > d @ & > $0-) + as > d @ ? 2 > f += > > d @ $2 > $0-) + $ @ ) > f += > > d > $0-) + 8iamil, ("a 'eser foo /la, f
$2$.)2 $5.&$ $0)).0&) $0)).0&) 0 .% 5 %%*.%3
f * + %%*.%3
≥
#
"6 *%).2*0
AMAN (OK)
3. TINAUAN GESER DUA ARAH (PONS)
Jara( /"sa "lan'an er#ada/ sisi l"ar eon, Teal efe(if foo /la, 4ear idan' 'eser /ons ara# 6, 4ear idan' 'eser /ons ara# 7, Ga7a 'eser /ons 7an' eradi,
d= d # - d= +6 6 ? d +7 7 ? d
0.035 0.)2 0.%$5 0.&$5
"/ B6 > B7 - +6 > +7 1 > 9 ma6 ? 9min 1 @ 2 - 9 %55.&$5 A/ 2 > + 6 ? +7 1 > d 0.3)3 4"as idan' 'eser /ons, / 2 > + 6 ? +7 1 2.&&0 4ear idan' 'eser /ons, b+ 6 @ 7 $.)))) Rasio sisi /anan' #d. sisi /ende( (olom, Te'an'an 'eser /ons, diamil nilai er(e+il dari f / 7an' di/erole# dari /ers.s. ; f / $ ? 2 @ b+ > f += @ & $.3&) f / as > d @ / ? 2 > f += @ $2 2.5$$ f / $ @ ) > f += $.*$ f / Te'an'an 'eser /ons 7an' dis7ara(an, $.*$
n/ ≥ S7ara ; # )&.30$
f > n/ )&.30$
≥
#
f f > n/ f f > > A/ > f / > $0)
0 .%5 )&.30
"/ %55.&$5
AMAN (OK)
P" 350.000
AMAN (OK)
E. PEMBESIAN FOOTPLAT 1. TULANGAN LENTUR ARAH /
Jara( e/i (olom er#ada/ sisi l"ar foo /la, Te'an'an ana# /ada e/i (olom,
a6 B6 - 6 1 @ 2
0.00
96 9min ? B6 - a61 @ B6 > 9ma6 - 9min1 )0$.*)0 Momen 7an' eradi /ada /la fondasi a(ia e'an'an ana#,
M"6 $@2 > a62 > 96 ? 2@) > 9 ma6 - 96 1 - 9 > B 7 2%).%&3 B7 4ear /la fondasi 7an' diina", $300 # Teal /la fondasi, *00 d= Jara( /"sa "lan'an #d. sisi l"ar eon, %5 d # - d= Teal efe(if /la, )25 f += K"a e(an eon, 20 f 7 K"a lele# aa "lan'an, )0 Es 2.00E?05 Mod"l"s elasis aa,
b$
0.35 r b$> 0.35 > f +H@ f 7 > &00 @ &00 ? f 7 1 0.022*55)2 f
r > f 7 > $->0.%5> r > f 7 @ 0.35 > f +H 1 5.2 Mn M"6 @ f )*2.2$0 Rn Mn > $0& @ > d 2 1 $.%2
Rn
Rma6
(OK)
Rasio "lan'an 7an' di/erl"(an,
r 0.35 > f +H @ f 7 > $ - $ 2 > Rn @ 0.35 > f +H 1 L 0.00* rmin 0.0025 Rasio "lan'an minim"m, r 0.00* Rasio "lan'an 7an' di'"na(an, As r > > d 23&0.)0 4"as "lan'an 7an' di/erl"(an, 8 $& 8iameer "lan'an 7an' di'"na(an, s p @ * > 82 > @ As Jara( "lan'an 7an' di/erl"(an, $2% sma6 Jara( "lan'an ma(sim"m, 20 0 s Jara( "lan'an 7an' di'"na(an, $2% 8 $& $20 8i'"na(an "lan'an, 0 As p @ * > 82 > @ s )0$5.) 4"as "lan'an er/a(ai, 2. TULANGAN LENTUR ARAH Y
Jara( e/i (olom er#ada/ sisi l"ar foo /la, Te'an'an ana# /ada e/i (olom,
a7 B7 - 7 1 @ 2
0.%50
97 9min ? B7 - a71 @ B7 > 9ma6 - 9min1 23.0%3 Momen 7an' eradi /ada /la fondasi a(ia e'an'an ana#,
M"7 $@2 > a72 > 97 ? 2@) > 9 ma6 - 97 1 - 9 > B 6 B6 4ear /la fondasi 7an' diina", # Teal /la fondasi, d= Jara( /"sa "lan'an #d. sisi l"ar eon, d # - d= Teal efe(if /la, f += K"a e(an eon, f 7 K"a lele# aa "lan'an, Es Mod"l"s elasis aa, b$
0.35 > f +H@ f 7 > &00 @ &00 ? f 7 1 f
r > f 7 > $->0.%5> r > f 7 @ 0.35 > f +H 1 Mn M"7 @ f Rn Mn > $0& @ > d 2 1 Rn Rma6 (OK)
2)$.&%* 2200 *00 35 )$5 20 )0 2.00E?05 0.35 0.022*55)2 0.30 5.2 23.52 $.)2&&$
Rasio "lan'an 7an' di/erl"(an,
r 0.35 > f +H @ f 7 > $ - $ 2 > Rn @ 0.35 > f +H 1 L 0.00)5 rmin 0.0025 Rasio "lan'an minim"m, r 0.00)5 Rasio "lan'an 7an' di'"na(an, As r > > d 2*5%.22 4"as "lan'an 7an' di/erl"(an, 8 $& 8iameer "lan'an 7an' di'"na(an, s p @ * > 82 > @ As Jara( "lan'an 7an' di/erl"(an, $30 sma6 Jara( "lan'an ma(sim"m, 20 0 s Jara( "lan'an 7an' di'"na(an, $30 8 $& $30 0 8i'"na(an "lan'an, As p @ * > 82 > @ s 2*5%.*2 4"as "lan'an er/a(ai,
3. TULANGAN SUSUT
Rasio "lan'an s"s" minim"m, 4"as "lan'an s"s" ara# 6, 4"as "lan'an s"s" ara# 7, 8iameer "lan'an 7an' di'"na(an,
rsmin As6 rsmin> d > B6 As7 rsmin> d > B7
0.00$* 3$.000 %0.200 $2
s6 p @ * > Æ2 > B7 @ As6 Jara( "lan'an s"s" ara# 6, 2* s6,ma6 Jara( "lan'an s"s" ma(sim"m ara# 6, 2 00 s6 Jara( "lan'an s"s" ara# 6 7an' di'"na(an, 200 s7 p @ * > Æ2 > B6 @ As7 Jara( "lan'an s"s" ara# 7, 25& s7,ma6 Jara( "lan'an s"s" ma(sim"m ara# 7, 2 00 s7 Jara( "lan'an s"s" ara# 7 7an' di'"na(an, 200 Æ $2 200 0 8i'"na(an "lan'an s"s" ara# 6, Æ $2 200 8i'"na(an "lan'an s"s" ara# 7, 0
m (N@m) ° (Pa ('@+m2
m m m m m
MPa MPa (N@m) (N (Nm (Nm
° m (N@m) m m ° rad
(N@m2 (N@m2
m m # 1.33
('@+m2 ('@+m2 (N@m2
m m (N@m2 (N@m2
# 1.33
(N@m2
(N@m2 (N@m2 (N@m2 (N@m2
m2 m) m) m (N@m2 (OK) (OK)
(N@m2
(N@m2 )
m m m (N@m2 (N mm mm
(N (N (N (N (N
m m m (N@m2 (N mm mm
(N (N (N (N (N
m m m m (N m2 m
MPa MPa MPa MPa
(N
m (N@m2 (Nm mm mm mm mm MPa MPa MPa
(Nm
mm2 mm mm mm mm mm2
m
(N@m2 (Nm mm mm mm mm MPa MPa MPa
(Nm
mm2 mm mm mm mm mm2
mm2 mm2 mm mm mm mm mm mm mm
×
Report "Perhitungan Pondasi Foot Plat"
Your name
Email
Reason
-Select Reason-
Pornographic
Defamatory
Illegal/Unlawful
Spam
Other Terms Of Service Violation
File a copyright complaint
Description
×
Sign In
Email
Password
Remember me
Forgot password?
Sign In
Our partners will collect data and use cookies for ad personalization and measurement.
Learn how we and our ad partner Google, collect and use data
.
Agree & close