8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
1/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
2.3 PERHITUNGAN PLAT LANTAI
1. Data :
H Balok = 400 mm
B Balok = 300 mm
H plat = 120 mm
B plat = 1000 mm
F'c = 30 Mpa
Fy = 240 Mpa
0.85
Selimut Beton (p) = 20 mm
!um!i " #ulan$an = 10 mm
Be%at &eni! Beton = 24Be%at e%amik = 0.24
Be%at Spe!i (1cm) = 0.21
Be%at laon* = 0.11
Be%at en$$antun$ = 0.0+
Be%at ,tilita! = 0.13
Be-an Hi*up = 2.5
2. Pembebanan
ki-at Be-an Mati (")Be%at Sen*i%i Beton = Be%at &eni! Beton / H lat
24 / 012
2.88
Be%at e%amik = 0.24
Be%at Spe!i (2cm) = 0.42
Be%at laon* = 0.11
Be%at en$$antun$ = 0.0+
Be%at n!tala!i = 0.13
" #otal = 3.85
1 =
m3
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
m2
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
ki-at Be-an Hi*up ()
Be-an Hi*up (Sekola6) = 2.5
7 #otal = 2.5
Be-an ,ltimate (7u)
7u = (12 ") (19 )
(12/45+)(19/25)
8.92
3. Gaya dalam plat
0.030:94
*/ = H;p;(12/")
120;20;(12/12)
:5mm
*y = H;p;";(12/")
120;20;12;(12/12)
85mm
*= (*/*y)2(:482)2
:0mm
#a-ula!i $aya *alam pelat
< a (mm) Mn (.m)
Ma/ +5 0.0232232143 20:0.08:289 1:.9+14285+1 40.21212352
Min 0.0058333333 525 4.:411+94+09 11.028+05882
4. Gaya dalam pelat tulangan tepa!ang
elat #ype
/ = 4 m
y = 4 m
y/ = 1
13+.:2
Ml/ Mly Mt/ Mty
>oe 39 39 39 39
Mu 4.:9512 4.:9512 4.:9512 4.:9512
Mn 9.2094 9.2094 9.2094 9.2094
?n 0.98+98:+50+ 0.85:01+301 0.98+98:+50+ 0.85:01+301
0.002:0508:5 0.003941949 0.002:0508:5 0.0039419492
0.0058333333 0.005833333 0.0058333333 0.0058333333
m2
m2
m2
! (mm2)
7u / /2 =
an
u!e*
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
/ = 3 m
y = 4 m
y/ = 1.333333
++.58
Ml/ Mly Mt/ Mty
>oe 50 38 50 38
Mu 3.8+: 2.:4804 3.8+: 2.:4804
Mn 4.848+5 3.98505 4.848+5 3.98505
?n 0.53+25+91++ 0.510041522 0.53+25+91++ 0.5100415225
0.002292995: 0.002149893 0.002292995: 0.0021498925
0.0058333333 0.005833333 0.0058333333 0.0058333333554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
elat #ype >
/ = 3 m
y = 4 m
y/ = 1.333333
++.58
Ml/ Mly Mt/ Mty>oe 5: 50 5: 50
Mu 4.5++22 3.8+: 4.5++22 3.8+:
Mn 5.+21525 4.848+5 5.+21525 4.848+5
?n 0.933:93:88: 0.9+110+299 0.933:93:88: 0.9+110+2994
0.0029+51:51 0.0028340+8 0.0029+51:51 0.0028340++:
0.0058333333 0.005833333 0.0058333333 0.0058333333
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
elat #ype "
/ = 3 m
y = 4 m
y/ = 1.333333
++.58
Ml/ Mly Mt/ Mty
>oe 9+ 51 9+ 51
Mu 5.1:+89 3.:5958 5.1:+89 3.:5958
Mn 9.4:+325 4.:45+25 9.4:+325 4.:45+25?n 0.+1::2520+8 0.98452:412 0.+1::2520+8 0.98452:4118
0.0030432+1: 0.0028:1552 0.0030432+1: 0.0028:15521
! (mm2)
7u / /2 =
an
u!e*! (mm2)
7u / /2 =
an
u!e*
! (mm2)
7u / /2 =
an
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
0.0058333333 0.005833333 0.0058333333 0.0058333333
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
elat #ype A
/ = 3 m
y = 4 m
y/ = 1.333333
++.58
Ml/ Mly Mt/ Mty
>oe 55 38 55 38
Mu 4.299: 2.:4804 4.299: 2.:4804
Mn 5.333925 3.98505 5.333925 3.98505?n 0.5:0:833+:5 0.510041522 0.5:0:833+:5 0.5100415225
0.0024:19493 0.002149893 0.0024:19493 0.0021498925
0.0058333333 0.005833333 0.0058333333 0.0058333333
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
elat #ype F
/ = 4 m
y = 4 my/ = 1
13+.:2
Ml/ Mly Mt/ Mty
>oe 13 38 13 38
Mu 1.+:2:9 5.240:9 1.+:2:9 5.240:9
Mn 2.2412 9.5512 2.2412 9.5512
?n 0.24833241 0.:09+40484 0.24833241 0.:09+404844
0.00103:8094 0.00384++5+ 0.00103:8094 0.00384++5+
0.0058333333 0.005833333 0.0058333333 0.0058333333
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
elat #ype
/ = 4 m
y = 4 m
y/ = 1
13+.:2
Ml/ Mly Mt/ Mty>oe 38 43 38 43
Mu 5.240:9 5.:3059 5.240:9 5.:3059
u!e*
! (mm2)
7u / /2 =
an
u!e*
! (mm2)
7u / /2 =
an
u!e*
! (mm2)
7u / /2 =
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
Mn 9.5512 +.4132 9.5512 +.4132
?n 0.+258:4+398 1.029048443 0.+258:4+398 1.029048442:
0.0030988819 0.004394858 0.0030988819 0.0043948583
0.0058333333 0.005833333 0.0058333333 0.0058333333
554.1999999+ 4:5.8333333 554.1999999+ 4:5.83333333
S pe%lu (mm) 141.95413534 158.31:32++ 141.95413534 158.31:32++3
#ul #e%pa!an$ @10;100 @10;150 @10;100 @10;150
#ulan$an pem-a$i
! !u!ut =00025 / - / *
23+.5mm
! tulan$an @8 = 50.24 mm
Ca%ak #ulan$an =
211.53984211
"ipakai #ulan$an em-a$i @8;200
". Tabel e!ume plat lanta#
an
u!e*
! (mm2)
14 / D / @2 / B !
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
6/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
7/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
8/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
Mu(.m)
32.19:9:88
8.822:94+1
$e% &aa% AntaTulangan : 200mm
E36=390 *an E450mm *an 250mmE36=390mm
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
E mm
$e% &aa% AntaTulangan : 200mmE36=390 *an E450
mm *an 250mm
E36=390mmE450mm
$e% &aa% AntaTulangan : 200mmE36=390 *an E450
mm *an 250mmE36=390mm
E450mm
$e% &aa% Anta
Tulangan : 200mmE36=390 *an E450
mm *an 250mm
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
10/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
E36=390mmE450mm
$e% &aa% Anta
Tulangan : 200mmE36=390 *an E450
mm *an 250mmE36=390mm
E450mm
$e% &aa% AntaTulangan : 200mmE36=390 *an E450
mm *an 250mmE36=390mm
E450mm
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
11/14
Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
Tulangan : 200mmE36=390 *an E450
mm *an 250mmE36=390mm
E450mm
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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Project Work 1 Perencanaan Bangunan Sekolah 3 Lantai
Dega Rizkan (3113110026) Nanda Wildan S (3113110039)
PembimbingAmalia, S.Pd, S.ST, MT.
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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#ipe plat aya *alam >oe Mu Mn ?n
Ml/ 39 5.492+84 9.82848 0.+59918
Mly 39 5.492+84 9.82848 0.:45118
Mt/ 39 5.492+84 9.82848 0.+59918
Mty 39 5.492+84 9.82848 0.:45118
B
Ml/ 50 4.29+8 5.334+5 0.5:1108Mly 38 3.243528 4.05441 0.591194
Mt/ 50 4.29+8 5.334+5 0.5:1108
Mty 38 3.243528 4.05441 0.591194
>
Ml/ 5: 5.039004 9.2:5005 0.9:+50+
Mly 50 4.29+8 5.334+5 0.+383+4
Mt/ 5: 5.039004 9.2:5005 0.9:+50+
Mty 50 4.29+8 5.334+5 0.+383+4
"
Ml/ 9+ 5.+18852 +.148595 0.+:2085
Mly 51 4.353159 5.441445 0.+53141
Mt/ 9+ 5.+18852 +.148595 0.+:2085
Mty 51 4.353159 5.441445 0.+53141
A
Ml/ 55 4.9:458 5.898225 0.95021:
Mly 38 3.243528 4.05441 0.591194
Mt/ 55 4.9:458 5.898225 0.95021:
Mty 38 3.243528 4.05441 0.591194
F
Ml/ 13 1.:+29+2 2.49584 0.2+3223
Mly 38 5.+992+2 +.20+84 0.::+925
Mt/ 13 1.:+29+2 2.49584 0.2+3223
Mty 38 5.+992+2 +.20+84 0.::+925
Ml/ 38 5.+992+2 +.20+84 0.+:8953
Mly 43 9.524::2 8.15924 1.1288:1
Mt/ 38 5.+992+2 +.20+84 0.+:8953
Mty 43 9.524::2 8.15924 1.1288:1
8/19/2019 PERHITUNGAN STRUKTUR PLAT LANTAI BETON BERTULANG
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an u!e* ! (mm2) S e%lu #ulan$an te%pa!an$
0.003201 0.005833 554.199+ 141.9541 @10;100
0.004014 0.005833 4:5.8333 158.31:3 @10;150
0.003201 0.005833 554.199+ 141.9541 @10;100
0.004014 0.005833 4:5.8333 158.31:3 @10;150
0.0024:2 0.005833 554.199+ 141.9541 @10;1000.002394 0.005833 4:5.8333 158.31:3 @10;150
0.0024:2 0.005833 554.199+ 141.9541 @10;100
0.002394 0.005833 4:5.8333 158.31:3 @10;150
0.002:4+ 0.005833 554.199+ 141.9541 @10;100
0.003122 0.005833 4:5.8333 158.31:3 @10;150
0.002:4+ 0.005833 554.199+ 141.9541 @10;100
0.003122 0.005833 4:5.8333 158.31:3 @10;150
0.003353 0.005833 554.199+ 141.9541 @10;100
0.003189 0.005833 4:5.8333 158.31:3 @10;150
0.003353 0.005833 554.199+ 141.9541 @10;100
0.003189 0.005833 4:5.8333 158.31:3 @10;150
0.002+45 0.005833 554.199+ 141.9541 @10;100
0.002394 0.005833 4:5.8333 158.31:3 @10;150
0.002+45 0.005833 554.199+ 141.9541 @10;100
0.002394 0.005833 4:5.8333 158.31:3 @10;150
0.001145 0.005833 554.199+ 141.9541 @10;100
0.004241 0.005833 4:5.8333 158.31:3 @10;150
0.001145 0.005833 554.199+ 141.9541 @10;100
0.004241 0.005833 4:5.8333 158.31:3 @10;150
0.003382 0.005833 554.199+ 141.9541 @10;100
0.004813 0.005833 4:5.8333 158.31:3 @10;150
0.003382 0.005833 554.199+ 141.9541 @10;100
0.004813 0.005833 4:5.8333 158.31:3 @10;150