Tulangan Lentur As Arah Y.docx
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Member
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m ]
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Fy.j [KN]
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Member
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m ]
Fy.i [KN]
Fy.j [KN]
Fx.i [KN]
Fx.j [KN]
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Member
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Mz.j [KN-m]
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Member
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Member
Mz.i [KN-m]
Mz.pos [KN-m]
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PERHITUNGAN BALOK INDUK (sumbu Y) lantai 2 kiri
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 1. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 2 kanan
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 2. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 3 kiri
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 3. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 3 kanan
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 4. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m ]
Fy.i [KN]
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Member
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m ]
Fy.i [KN]
Fy.j [KN]
Fx.i [KN]
Fx.j [KN]
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Member
Mz.i [KN-m]
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Mz.j [KN-m]
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Member
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m]
Fy.i [KN] Fy.j [KN] Fx.i [KN] Fx.j [KN]
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3
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Member
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Mz.pos [KN-m]
Mz.j [KN-m]
Fy.i [KN] Fy.j [KN] Fx.i [KN] Fx.j [KN]
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3.3977
10
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-0.0223
3.3977 12.3938
Member
Mz.i [KN-m]
Mz.pos [KN-m]
Mz.j [KN-m]
Fy.i [KN] Fy.j [KN] Fx.i [KN] Fx.j [KN]
1
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8
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9
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-5.5564
-5.5564
3.3977
10
36.1627
36.1627
-30.0923
-13.2510 -13.2510 12.3938
-0.0223
3.3977 12.3938
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 2 kiri
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 1. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 2 kanan
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 2. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 3 kiri
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 3. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
PERHITUNGAN BALOK INDUK (sumbu Y) lantai 3 kanan
Data kolom: -
Kiri dan kanan : lebar kolom (b cki) = 400 mm ; tinggi kolom (hcki) = 400 mm
Data balok: -
Lebar balok Tinggi balok Selimut beton Tinggi efektif balok Bentang balok Bentang bersih balok Mutu beton Modulus elastisitas beton Tegangan leleh tulangan
bw = 400 mm h = 800 mm dc = 40 mm d= 760 mm L = 8000 mm Ln= 7600 mm f’c= 35 MPa E= 27805.575 MPa fy= 400 MPa
Pemeriksaan Syarat Balok: 4. Ln/d > 4 7600/760 … 4 10 > 4
2. Bw > 0.3h / 250 mm 400 … 0.3*800 / 250 400 > 250
3. C1 ,C2 = 400 mm 3C1 = 1200 mm C2 + 1.5 C1 = 1000 MM BW < 3 C1 & BW < C2 + 1.5 C1
400< 1200 & 400 < 1000
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