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== 11201315 2= IV (Empat) D
======
AS-TO-BUILD
Nama AMAD MUKHROJI WIRATAMANrpKelas
Mata Kuliah Mekanika Bahan (2013)Dosen Pengasuh Erwandi Permana, S.T.Tahun Ajaran 2014-2015Sifat Ujian Take-Home (Buka Buku)Tempat/Tanggal Fak. Teknik Jurusan Sipil UMP/15 Juni 2015Waktu 08.00 WIB (15 Juni 2015) s.d. 10.00 (16 Juni 2015)
SECTION
Diketahui =
= 850 mm= 1750 mm
h1 = 1048 mm inchh2 = 700 mm inchh3 = 1150 mm inch
inch
a = ACWC t 35 + 2 = 37 mmb = ACBC t 63 - 2 = 61 mmc = AC Base t 100 mmd = Base Course (Unbond) t 500 mm
Base Coursee = (Capping) t 350 mm
Pipa HDPE dipasang melintang di dalam suatu badan flexible paymentbeserta sub-base dan base course di bawah pavementDiameterLebar Galian
41,2598425227,5590551245,27559055114,0944882
e = (Capping) t 350 mmf = Granular Fill t 700 mmg = Compacted Sand t 1150 mmh Exiting Granular Filli = HDPE PF 100 PN. 63 t 42 mm
Ditanya = ??
=
W =Cd =
= 1,3ρ =
= 150= 0,086805556 ibs/ft³
Bd == 1800 mm= 70,866 inch
D =
Kapasitas PipaKemampuan pipa dalam menahan beban di atasnya
Penyelesaian
Earthload in Pounds per Linear Inch
earthLoad per lenght of pipe, ibs/intrench Coeffiecient (dimensionless), (See C-2, as attachment)
Granular fill Density, ibs/ft²ibs/ft³
Trench width at top of pipe, ft
Outside diameter, inchesD == 900 mm= 35,433 inch
DR = D = 900 = 21t 42,9
D = Outside diameter, inches900 mm
t = Thickness of pipe= 42,9
= 6Cd = 1,3
H = 115,75 =Bd 70,866
W = Cd.ρ.Bd.D : 144= 1,967769512 lbs/inch
Outside diameter, inches
from table C-1 design limits for ring deflectionsafe deflection, % of diameterfrom figure C-2 trench coeffeicient
1,633
Linear Deflection
∆X =D1 =
= 1,0K =
= 0,1W =
= 1,967777373 lbs/inchE =
= 30000 psiE' =
= 1900 psiDR =
= 20,979d =∆X =K =
Linear Deflection
Horizontal deflection or change in diameter, inchesDeflection lag factor, 1.0 recommended (dimensionless)
Bedding constant, 0.1 recommended (dimensionless)
load, lbs/inch
Modulus of Elasticity of Pipe
Coarse grained modulus, psi (see Table C-4)
Dimension ratio, (dimensionless)
deflection, % (percent)Horizontal DeflectionOutside diameter, inches
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
Ring Deflection
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
Pb =Psoil =
= 150= 0,086680556
H == 1200 mm= 3,937007874 feet= 47,24409449 inch
Backfill Load
Backfill load, psiBackfill density, lbs/ft³
lbs/ft³lbs/inch³
Height of backfill above pipe, feet
Surface Load
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
Ps =L =
= 22222,22222= 10 = 10000 Kg
Z == 3,937007874 feet= 1200 mm = 47,24409 inch
Y == 5,905511811 feet= 1800 mm 70,8661 inch
X == 5,905511811 feet= 1800 mm
R == 3,92 feet= 47,04 inch
Surface Load
Surface LoadStatic Surface Load, lbs
Vertical distance from top of pipe to surface load level, lbs
Horizontal distance from top of pipe to surface load level, lbs
Horizontal distance from top of pipe to surface load level, lbs
Straight line distance from the top of pipe to surface load, feet
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
feet3.9245.90551215.90551181ZYXR 222
psi0.0337515425964)(144)(1446105449(66666.7)(
144 π4Z3LP 5
3
s
psi28.7360.03380.028528.6738
SLBLLLLoadTotal
95.0)2.4787.733.0(1)33.0(1
HHR w
w
0114659.0718.2411
411
065.0065.0
HHeB
psi89.29805249233.27247
3000019000.010.9452.6721
DREBE2.67R
SF1P 3
swcb
5537053.21065.0 e
13218.029805167.8973600876.28
1
c
t
PP
Live Load = 20= 20000= 28,67377778 psi
LL =BL =SL =
Rw =
Live Loadtons/m³kg/m²
External Load
Live Load, psiBackfill Load, psiSurface Load, psi
Critical Buckling Stress
Water buoyancy factor, (dimensionless)Emperical Coefficient of Elastic Support, (dimensionless)
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
feet3.9245.90551215.90551181ZYXR 222
psi0.0337515425964)(144)(1446105449(66666.7)(
144 π4Z3LP 5
3
s
psi28.7360.03380.028528.6738
SLBLLLLoadTotal
95.0)2.4787.733.0(1)33.0(1
HHR w
w
0114659.0718.2411
411
065.0065.0
HHeB
psi89.29805249233.27247
3000019000.010.9452.6721
DREBE2.67R
SF1P 3
swcb
5537053.21065.0 e
13218.029805167.8973600876.28
1
c
t
PP
Rw =B =Es =
= 1900 psiE =
= 30000 psiDR = Dimension ratio
= 20,979021SF =
= 2Where
e = 2,718H = Height of soil cover above pipe, feet
Water buoyancy factor, (dimensionless)Emperical Coefficient of Elastic Support, (dimensionless)Granular Modulus
Pipe modulus of elasticity
Safety Factor
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
feet3.9245.90551215.90551181ZYXR 222
psi0.0337515425964)(144)(1446105449(66666.7)(
144 π4Z3LP 5
3
s
psi28.7360.03380.028528.6738
SLBLLLLoadTotal
95.0)2.4787.733.0(1)33.0(1
HHR w
w
0114659.0718.2411
411
065.0065.0
HHeB
psi89.29805249233.27247
3000019000.010.9452.6721
DREBE2.67R
SF1P 3
swcb
5537053.21065.0 e
13218.029805167.8973600876.28
1
c
t
PP
AssumedHw =
= 1 feet= 8 inch
H == 4 feet= 47 inch
0.065H = 0,065 x 47,2441= 3,07086585
Height of water table above pipe,
Height of soil cover above pipe, feet
Check and Control
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
feet3.9245.90551215.90551181ZYXR 222
psi0.0337515425964)(144)(1446105449(66666.7)(
144 π4Z3LP 5
3
s
psi28.7360.03380.028528.6738
SLBLLLLoadTotal
95.0)2.4787.733.0(1)33.0(1
HHR w
w
0114659.0718.2411
411
065.0065.0
HHeB
psi89.29805249233.27247
3000019000.010.9452.6721
DREBE2.67R
SF1P 3
swcb
5537053.21065.0 e
13218.029805167.8973600876.28
1
c
t
PP
Pt < Pc<
28,736 psi < 89,298 psior
Total external loading Critical loading
inch016618630.0
115.9573)3(7974.851
60000(1.968)(1.0)(0.1)
E0.0611)(DR3
2EWKD
2
1
0.005%10035.43
30.00166186100DΔΧd
%0047,010043307087,35001661863,0100
D
d
psi0.0284795144
947.24409440.0868056144
ρP Hllgranularfib
feet3.9245.90551215.90551181ZYXR 222
psi0.0337515425964)(144)(1446105449(66666.7)(
144 π4Z3LP 5
3
s
psi28.7360.03380.028528.6738
SLBLLLLoadTotal
95.0)2.4787.733.0(1)33.0(1
HHR w
w
0114659.0718.2411
411
065.0065.0
HHeB
psi89.29805249233.27247
3000019000.010.9452.6721
DREBE2.67R
SF1P 3
swcb
5537053.21065.0 e
13218.029805167.8973600876.28
1
c
t
PP