ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 1 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 469.643 kN.m

Properti Penampang :

h = 600 mm

b = 300 mm

d = 540 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.380

perluρ = 0.020 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 3219.741 mm²

n =

= 12 buah

Digunakan 12 D 19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 4 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 341.857 kN.m

Properti Penampang :

h = 500 mm

b = 300 mm

d = 440 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.417

perluρ = 0.022 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 2942.374 mm²

n =

= 10 buah

Digunakan 10 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 2 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 340.776 kN.m

Properti Penampang :

h = 600 mm

b = 300 mm

d = 540 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.276

perluρ = 0.014 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 2208.148 mm²

n =

= 8 buah

Digunakan 8 D 19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 5 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 231.835 kN.m

Properti Penampang :

h = 500 mm

b = 300 mm

d = 440 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.283

perluρ = 0.014 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 1849.888 mm²

n =

= 7 buah

Digunakan 7 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 3 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 341.857 kN.m

Properti Penampang :

h = 500 mm

b = 300 mm

d = 440 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.417

perluρ = 0.022 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 2942.374 mm²

n =

= 10 buah

Digunakan 10 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 6 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 176.636 kN.m

Properti Penampang :

h = 500 mm

b = 300 mm

d = 440 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.215

perluρ = 0.010 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 1365.269 mm²

n =

= 5 buah

Digunakan 5 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANG

LANTAI 7 BANGUNAN RUSUNAWA

Momen Ultimate Lapangan, Mu Lapangan 134.809 kN.m

Properti Penampang :

h = 500 mm

b = 300 mm

d = 440 mm

fc' = 30 Mpa

fy = 400 MPa

D = 19 mm

Perhitungan :

perluρ =

Q =

= 0.164

perluρ = 0.008 Menentukan

maxρ =

balρ =

= 0.033

maxρ = 0.024

minρ =

= 0.003

As1 =

= 283.643 mm²

As = b dρ

= 1019.168 mm²

n =

= 4 buah

Digunakan 4 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANGLANTAI 1 BANGUNAN RUSUNAWA

Momen Ultimate Tumpuan, Mu Tumpuan 75.540 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 540 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan : perluρ =

Q == 0.061

perluρ = 0.003 Menentukan

maxρ =

balρ == 0.033

maxρ = 0.024

minρ == 0.003

As1 == 201.143 mm²

As = b dρ= 446.819 mm²

n == 2.221 buah

Digunakan 3 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANGLANTAI 3 BANGUNAN RUSUNAWA

Momen Ultimate Tumpuan, Mu Tumpuan 61.693 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 540 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan : perluρ =

Q == 0.050

perluρ = 0.002 Menentukan

maxρ =

balρ == 0.033

maxρ = 0.024

minρ == 0.003

As1 == 201.143 mm²

As = b dρ= 363.414 mm²

n == 1.807 buah

Digunakan 2 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANGLANTAI 5 BANGUNAN RUSUNAWA

Momen Ultimate Tumpuan, Mu Tumpuan 34.497 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 540 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan : perluρ =

Q == 0.028

perluρ = 0.001 Menentukan

maxρ =

balρ == 0.033

maxρ = 0.024

minρ == 0.003

As1 == 201.143 mm²

As = b dρ= 201.603 mm²

n == 1.002 buah

Digunakan 2 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANGLANTAI 2 BANGUNAN RUSUNAWA

Momen Ultimate Tumpuan, Mu Tumpuan 70.674 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 540 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan : perluρ =

Q == 0.057

perluρ = 0.003 Menentukan

maxρ =

balρ == 0.033

maxρ = 0.024

minρ == 0.003

As1 == 201.143 mm²

As = b dρ= 417.429 mm²

n == 2.075 buah

Digunakan 3 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK INDUK BENTANG PANJANGLANTAI 4 BANGUNAN RUSUNAWA

Momen Ultimate Tumpuan, Mu Tumpuan 55.150 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 540 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan : perluρ =

Q == 0.045

perluρ = 0.002 Menentukan

maxρ =

balρ == 0.033

maxρ = 0.024

minρ == 0.003

As1 == 201.143 mm²

As = b dρ= 324.245 mm²

n == 1.612 buah

Digunakan 2 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI 1 GEDUNG ADM2 PT.BIOFARMA PASTER

469.643 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.354

ρ perlu = 0.018 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 3057.086 mm²

n == 11 buah

Digunakan 11D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI 3 GEDUNG ADM2 PT.BIOFARMA PASTER

341.857 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.257

ρ perlu = 0.013 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 2116.892 mm²

n == 7 buah

Digunakan 7 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI 5 GEDUNG ADM2 PT.BIOFARMA PASTER

231.835 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.175

ρ perlu = 0.008 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 1383.019 mm²

n == 5 buah

Digunakan 5 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI ATAP GEDUNG ADM2 PT.BIOFARMA PASTER

249.576 kN.mProperti Penampang :

h = 400 mmb = 200 mmd = 360 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.682

ρ perlu = 0.049 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 3503.716 mm²

n == 12 buah

Digunakan 12 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI 7 GEDUNG ADM2 PT.BIOFARMA PASTER

134.809 kN.mProperti Penampang :

h = 500 mmb = 300 mmd = 460 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.150

ρ perlu = 0.007 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 969.210 mm²

n == 3 buah

Digunakan 12 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUKLANTAI 2 GEDUNG ADM2 PT.BIOFARMA PASTER

340.776 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.257

ρ perlu = 0.013 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 2109.377 mm²

n == 7 buah

Digunakan 7 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUKLANTAI 4 GEDUNG ADM2 PT.BIOFARMA PASTER

335.437 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.253

ρ perlu = 0.012 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 2072.356 mm²

n == 7 buah

Digunakan 7 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI 6 GEDUNG ADM2 PT.BIOFARMA PASTER

176.636 kN.mProperti Penampang :

h = 600 mmb = 300 mmd = 560 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.133

ρ perlu = 0.006 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 1035.778 mm²

n == 4 buah

Digunakan 4 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK INDUK LANTAI MEZANINNE GEDUNG ADM2 PT.BIOFARMA PASTER

23.300 kN.mProperti Penampang :

h = 400 mmb = 200 mmd = 360 mmfc' = 30 Mpafy = 400 MPaD = 19 mm

Perhitungan :ρ perlu =

Q == 0.064

ρ perlu = 0.003 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 283.643 mm²

As = ρ b d= 206.921 mm²

n == 2 buah

Digunakan 2 D19

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄) 1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

Momen Ultimate Lapangan, Mu Lapangan

Momen Ultimate Lapangan, Mu Lapangan

Momen Ultimate Lapangan, Mu Lapangan

Momen Ultimate Lapangan, Mu Lapangan

Momen Ultimate Lapangan, Mu Lapangan

ANALISIS LENTUR BALOK ANAK LANTAI 1 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 81.005 kN.mProperti Penampang :

h = 300 mmb = 150 mmd = 260 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.566

ρ perlu = 0.034 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 1328.612 mm²

n == 7 buah

Digunakan 7 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 3 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 93.375 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.459

ρ perlu = 0.025 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 1173.592 mm²

n == 6 buah

Digunakan 6 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 5 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 70.611 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.347

ρ perlu = 0.018 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 827.225 mm²

n == 4 buah

Digunakan 5 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 5 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 46.107 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.227

ρ perlu = 0.011 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 508.381 mm²

n == 3 buah

Digunakan 3 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI MEZANINNE GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 4.740 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.023

ρ perlu = 0.001 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 48.174 mm²

n == 2 buah

Digunakan 2 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 2 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 65.442 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.322

ρ perlu = 0.016 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 756.132 mm²

n == 4 buah

Digunakan 4 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 4 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 104.147 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 290 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.585

ρ perlu = 0.036 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 1562.418 mm²

n == 8 buah

Digunakan 8 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI 6 GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 62.310 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.306

ρ perlu = 0.015 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 714.148 mm²

n == 4 buah

Digunakan 4 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦

ANALISIS LENTUR BALOK ANAK LANTAI ATAP GEDUNG ADM2 PT.BIOFARMA PASTER

Momen Ultimate Tumpuan, Mu Tumpuan 15.328 kN.mProperti Penampang :

h = 350 mmb = 150 mmd = 310 mmfc' = 30 Mpafy = 400 MPaD = 16 mm

Perhitungan :ρ perlu =

Q == 0.075

ρ perlu = 0.003 Menentukan

ρ max =

ρ bal == 0.033

ρ max = 0.024

ρ min == 0.003

As1 == 201.143 mm²

As = ρ b d= 158.768 mm²

n == 2 buah

Digunakan 2 D16

0,75 𝜌𝑏𝑎𝑙

0,85 𝑓𝑐′𝛽1𝑓𝑦 ൬600600+ 𝑓𝑦൰

14𝜋𝑑2

𝐴𝑠𝐴𝑠1

𝑓𝑐′𝑓𝑦(0,85−ඥ0,852 − 𝑄)

1,7𝑓𝑐′ 𝑀𝑢∅𝑏𝑑2

1,4𝑓𝑦