-
7/29/2019 RoarkTable17(Ring)
1/5
1 5
PROJECT NO.
PHASE/CTR
ACTIVITY
PROJECT FILE
SUBJECT SHEET OF
FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17
Fa = Fy
Fb = Fy
Fv = Fy
AMOD =
Minimum and Maximum Forces, Stresses and Unity Checks
4219112
NRPOD Tapti Expansion Project
TCPP Deck Ring Stiffener Design
325.00 deg40.00 deg
0.012-74.1 -354.2 -33.9 0.079
5.00230.00 deg 180.00 deg 85.00 deg
0.00 deg 5.00 deg
0.0 5.6
90.00 deg 200.00 deg110.00 deg 180.00 deg 200.00 deg
110.00 deg 230.00 deg 85.00 deg 0.00 deg 0.00 deg 110.00 deg 180.00 deg
1.711 0.834
-55.8 -705.3 -137.6 0.0 0.0 -88.9 -316.4 0.0
200.00 deg
116.2 115.10.0 0.0 154.8 181.8
0.00 deg 0.00 deg 180.00 deg
20.00
345.00
1
97.2 53.6 467.3
0.00 deg
Inner Stiffener
Web Flange
Maximum Unity Check
Web Flange
Direct Stress
Shear Stress
Allowable Shear Stress Fv
Rca b
mm mm
MPa
Section Modulus S mm3
Allowable Bending Stress Fb MPa
Distance to Extreme Fiber r mm
0.000E+004.060E+03
Diameter 914.00
E
Outer StiffenerDescription Units Tubular
2.000
Web Flange
Width or Height b or h mm
OD mm
203.00182.15
Description Units Tubular Outer Stiffener
Web Flange
345.00
G
MPa 1.711
0.834
9.524E+03
Quantity
Section AreaA mm
2
Atotal
nos
MPaF u
Thickness t mm
Yield Stress Fy MPa
Qty
3.072E+05
427.00427.00
205000.0 82000.0
0.000E+00
mm2
Shear Area Av mm2
427.00
0.00
30.00
0.300
0.00207.00 207.00 0.00
660.00 660.00
0.000E+00
BYREVISION DATE BY CHECKED APPROVED REVISION DATE
5.464E+03
4.060E+03
rn
0.018 0.091
6.280E+05 3.072E+05 6.280E+05
138.00 0.00
Allowable Axial Stress Fa MPa
483.0
180.00 deg 5.00 deg
CHECKED APPROVED
A Mar-05 TCS TW
6.280E+05
0.60
0.60
0.40
1.000
Inner Stiffener
fb(fi)
0.000.00207.00 207.00 0.00
0.000.00
UCcriticalMPa MPa
fb(wi) fb(tub) fb(wo) fb(fo)
MPa
fa fdirect fvDx
138.00
491.7
M N V
degUCv
kN.m kN kN MPa MPa MPa MPa MPa
see detail
OD
Qtyi
twi
ttub
btub
hwi
tfi
bfi
hwo
two
bfo
Qtyo
tfo
dtotal
OD
Sheet 1 of 5
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7/29/2019 RoarkTable17(Ring)
2/5
2 5
PROJECT NO.
PHASE/CTR
ACTIVITY
PROJECT FILE
SUBJECT SHEET OF
FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17
4219112
NRPOD Tapti Expansion Project
TCPP Deck Ring Stiffener Design
BYREVISION DATE BY CHECKED APPROVED REVISION DATE CHECKED APPROVED
A Mar-05 TCS TW
W
W/2 W/2
q q
LoadType 4
v
W
W
q
f
LoadType 18
x
W
v
LoadType 20
LoadType 5
W
q q
qcos2
W
qcos2
W
LoadType 8
x
qq
W
qsin2R
Ww
LoadType 12
x
qq
W
qsin2R
Ww
LoadType 9
x
qq
W
qsinR
Ww
W
W
LoadType 1
VAMA
NA
R
A
B
C
D
V
MN
x
Sheet 2 of 5
-
7/29/2019 RoarkTable17(Ring)
3/5
3 5
PROJECT NO.
PHASE/CTR
ACTIVITY
PROJECT FILE
SUBJECT SHEET OF
FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17
4219112
NRPOD Tapti Expansion Project
TCPP Deck Ring Stiffener Design
BYREVISION DATE BY CHECKED APPROVED REVISION DATE CHECKED APPROVED
A Mar-05 TCS TW
Combine Roark's case : Combine Roark's case :
0.566
0.315
0.194
fdirect
MPa
-177.7
-173.4
-161.1
-142.3
-117.2
0.536
0.684
0.688
0.643
0.593
0.524
0.436
0.328
0.440
428.1 90.00 162.81
0.0
0.0
52.8
16.3
0.0
0.0
5.589.7
0.0
0.0
MPa
0.506
70.1
0.674
0.180
0.246
0.308
0.373
0.427
0.561
48.2
1.007
24.8
-312.0 66.6
-12.8
115.1
379.3
100.8
396.2
0.0 0.097.2
92.9
-359.3
94.3 -365.2
0.0
0.00.0
0.084.6 -399.4
0.00.0
0.0
284.7
331.6
0.763
0.0
58.961.8
-56.10.0
0.0 -68.0
0.00.0
81.7
105.2
0.964
1.711
0.709
0.4270.0 -60.0 -90.2
0.508
0.5920.677
1.8 -98.2 -95.8
-6.0 -125.2
0.0
-113.5
8
-26.1
0.0
27.1
4.3
-9.0
-183.3
-60.1
140 0.0 -30.2-19.0 -571.1 239.2 0.0
0.0
-39.6130
0.349
0.276
-48.4 98.9
38.1-59.6
0.0
-122.7
-524.7
-471.0
-45.2
-42.4
154.8
135 -30.4 -572.2 195.8
-567.9 0.0 -63.1 129.0 0.0
-35.8
-51.8
-47.7 -371.8
-53.4 -438.2
28.8 0.2090.0 -74.5 152.2 0.0 -58.6 -133.1
-345.3
0.147
125 -46.8 -558.4 116.8
82.2 0.0 20.30.0
0.0
168.6 0.0 -57.1
-142.4
-139.6
178.4 0.0 -55.1 0.0920.0
120
-141.5 0.044
115
0.0 6.00.0 -88.9
0.0 12.7
110
-131.0
0.0150.0 -87.7 179.4 0.0 -49.5 -137.2 0.663-2.1
0.0
0.107
105
0.0 -14.80.0 -85.0 173.7 0.0 -46.0
-123.2 0.595
100 -60.2 0.633
95 -42.40.0 0.0 -80.8
116.20.0 -33.10.0 -75.9 155.3 0.0 -39.0 0.239
-55.1
-55.8
-54.8
0.177-24.5
-543.9 -82.5
111.0
90 -134.2
-50.7 -404.2 -99.4
51.4
104.7 0.243
85
0.0 -33.50.0 -67.6
0.0 -33.9 0.246
181.8 0.0
-33.4
0.0 -71.9 147.1 0.0 -36.1
-52.6
165.2
-501.2 24.6
-136.1
-343.9 -137.6
-318.580
155
-108.5
-29.9 0.2170.0 -62.6 128.0 0.0 -30.8 97.1 0.469
0.223
75 -39.3 -293.5 -121.5
-125.0 0.0 -30.80.0 -57.0-268.4
-146.8 93.4-91.1
70
0.238-25.2 77.1
0.244
0.0 -50.0 102.3 0.0
-33.660 0.0-26.1 -210.8
65 -31.4 -239.8 -133.4 -32.9
-8.7 17.8 0.0 -59.3
-136.4 0.0 -22.1
0.0
-8.3 0.0
16.2 -58.0-90.8-33.1
44.4
88.4
0.0
0.0
0.0
116.6 0.0
-21.2
-41.6
0.0
-63.7
50
-19.1 -33.0 0.2390.055 -134.0 -51.0
-16.1 -37.2 -31.1
0.0
0.0
-28.2
111.0 0.0
270.5 0.0
426.4 0.0
-27.9 0.2030.0 -9.5 19.4 0.0 -13.1 -22.6
0.225
45
0.0 0.0 2.9 -23.640 -6.0 0.0 -10.3 -16.3
0.0 -18.1
0.109
0.1710.079
0.1310.0 16.0 -32.6 0.0 -7.6 -40.2
-11.630 -60.1 0.0 -5.1 -65.20.0 0.0 29.4
35 10.0 -73.5
18.5 -48.4 -47.1
-72.6
0.0300.0 43.1 -88.2 0.0 -2.7 -90.9 -4.2 0.439
0.084
0.029
25
0.0 57.0 -116.6 4.00.0 -0.620
0.047
0.022
15
0.0
2.0
-3.1
6.6
0.778
0.68726.6
-36.7
-12.610
5
50.8 40.9
53.6 0.065
0.0 -14.8 0.859 0.107
0.8380.0 5.6
0 56.3
V fb(fi)
kN
-60.1
fb(fo)
MPaUCv
fvUCcritical
MPa
fa
MPa
-87.3
-31.9 65.3 0.0
85.1 0.0
0.0
138.2 0.0
-179.0
-144.3
43.3
fb(wo)
0.0 0.0
0.0
-165.4
87.6
0.0
-13.3 -153.2
-20.1 -181.8
0.0
80.9
70.6
0.0
-17.0
-126.3
x
deg MPa
M N
kN.m kN
fb(wi)
MPa
-552.0150
145
27.9 -533.9
-5.5 -564.4
10.2
68.5 -459.4 -48.2 -271.1
-41.9
-354.2
-38.3
-40.2 -342.6
160 0.0 75.8 -154.947.6 -510.0 427.3
109.0
0.0
134.7
0.0 150.2
250.2
0.0 -307.0 0.0
0.0
-51.8
0.0
0.483
0.761
-45.6
102.7 -210.1 0.0 -53.7
130.3 -266.4
0.834
-222.8
0.0
97.6
-317.2 61.6
-53.5 -208.4
0.0
-275.3
1.310 0.707
1.532 0.447
1.668 0.180
0.198
1.507
35.8 -5.7
165
170
44.3
55.0
18 348.64
90.00
8
0.00
-34.9 270.00
1308.8
90.00
20
18
8
20
5.2 180.00
11.36 348.64
1308.8 0.00 162.81
11.36
428.1
11.36
348.64
0.0
fb(tub)
MPa
200
19.4
172.3 270.00
348.64
-434.2
64.5 -511.0
175
180
185
190
195
18 16.2
-382.7
81.8
0.093
147.9 -302.5 0.0 1.65527.3
-37.7154.8 -316.4 0.0
-263.7 105.0 1.274
42.6 -577.7 467.3 0.0 0.0 67.9 -138.8 -60.7 -199.50.0
20 428.7 180.00
20 172.3
8 428.7
18 9.2
0.00 11.36
180.00 162.81
270.00
162.81
q (deg)LdType Loads (kN) f (deg)f (deg) LdType Loads OrientationOrientation q (deg)
Sheet 3 of 5
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4/5
4 5
PROJECT NO.
PHASE/CTR
ACTIVITY
PROJECT FILE
SUBJECT SHEET OF
FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17
4219112
NRPOD Tapti Expansion Project
TCPP Deck Ring Stiffener Design
BYREVISION DATE BY CHECKED APPROVED REVISION DATE CHECKED APPROVED
A Mar-05 TCS TW
5.6
0.414
0.380
0.335
2.8
-23.0
-19.1
-29.4
0.152
0.753
-7.70.0
-3.4 -134.9
-108.2
14.0
1.9
-100.5
19.6
0.0
76.6 -156.5
0.0
-183.3 0.0
64.3 -131.5
-40.1
6.1 -12.4 0.0
0.047-6.5 0.825
0.652
0.014
0.101
13.9
-31.5
0.436
0.0
0.0
-26.5 0.053.6 36.0 0.0 85.4 -174.5
-135.4
-9.4
355
48.1 0.06.1
0.0
0.0
0.0 -15.2
0.654
0.0
49.2
350 7.7
0.142
0.0 -55.4
34.1 -69.7
0.100
345 40.4 -32.2 56.9
0.52356.3 0.0 0.0340
22.0
-137.0 105.6
-81.3
77.4
335 21.4 -108.9 32.4
0.26811.3 0.0
0.0 8.0 0.0580.0
0.012
0.392-81.1
0.0 -1.6
-11.4
0.020
3.8325
330 12.3 -145.2
-182.0
-672.3
-6.5 0.0
-44.8 -610.2
-29.5
-28.9
-616.7
0.556
96.1 0.393
86.6 0.432
0.0 0.0
0.0 0.0
-57.0
-60.2
0.279
265
270
275
280
0.0 -45.4 -91.6
-37.8 -522.3
0.0
0.215
285
290
96.3 0.0
0.0 0.0
-35.8 -491.6 -101.1 0.0 0.0 0.0 -51.6 -108.6
0.0 -64.1
260 -123.2
-24.9 0.525
46.4
0.0 -71.3 145.8
0.180
-32.2 -462.0 -67.0 0.0 0.0 -51.3 104.9 0.0 -48.5
0.0
131.8
116.6
123.0
-40.5 -559.1
0.0
0.0
0.0
0.0
0.089.2
428.7 0.0
0.0
360 56.3 52.8
-432.7
30.9 -73.4
-29.6 -439.3
-29.0 -24.0
-54.8 -115.0
-58.7
97.2 53.6 467.3 0.0 0.0
0.0
154.8
-88.9
181.8
-316.4
89.7 -14.8 0.859
-55.8 -705.3 -137.6
-60.1 0.0
-74.1
5.5
-93.2
0.0830.595
0.0
0.107
0.0 115.1 1.711 0.834
0.0
116.2
-354.2 0.079 0.012-33.9
0.0
-7.3 0.450 0.053
-99.8
-155.9
-170.7
-177.7
0.0 0.6
3.80.0
-29.3 -415.0 -15.2
94.4
0.0 0.0 -46.7
0.0 -64.5
-40.7
0.159
11.4
-5.9 0.442 0.043
0.052
0.482 0.120
-7.1
-16.5
295 -28.3 -387.3 -27.5
-3.7 0.027
-85.8
0.0 -90.3
0.0
305 72.0 0.0
-357.1 0.0
-35.2
-41.2 84.3-35.2 0.0
0.0 -27.3
-46.1
0.0 -45.1 92.2
95.4 -43.6
-46.2
-47.1
0.049
300 -78.7 -8.7 0.0630.0
-6.8
-37.5-25.9
0.0
-69.3
0.0
0.0 -30.5
-44.4
-57.855.80.0
0.0 0.0
-4.0 -218.8 -20.6
-34.1
0.0
0.0 -17.6 36.0 0.0 -26.8
0.068
310 -9.1 0.066
-22.1 -324.7 -38.3
-17.1 -290.6 -36.8
-255.1 -30.8 0.055
320 0.037
-7.6
0.0 -5.1-6.4 13.2
-11.1315
210
215
220
225
22.2205
240
245
250
255
230
235
0.0 35.3 -72.2 0.0 -64.7 0.662 0.765
4.0 -648.8 390.1 0.0 6.4 -13.1 0.0 -68.1 0.696
-11.7 -673.8 351.8 0.0 -18.6 38.0 0.0 -70.7 -89.3 0.628
-24.9 -691.6 314.4 0.0 -39.6 81.0 0.0 -72.6 -112.2
0.629 0.497
0.542 0.561
-35.5 -702.1 278.4 0.0 -56.5 115.6
-43.5 -705.3 244.4 0.0
-130.2 68.60.0 -73.7
0.0 -143.3 60.2 0.692 0.436-69.2 141.6 0.0 -74.1
0.731 0.379-77.8 159.0 0.0 -73.6
-51.6 -690.2 183.5 0.0
-151.4 52.4-48.8 -701.3 212.6 0.0
-72.5 -154.6 45.2 0.7470.0 -82.1 167.9 0.0 0.327
157.3 0.0 168.3 0.00.0 -82.3 -70.6 -152.9 38.7 0.281
-49.3 -647.8 134.4 0.0 0.0 -78.6 160.6 0.0
-51.7
0.240-68.0 -146.6 33.1 0.708
0.739
Sheet 4 of 5
-
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5/5
5 5
PROJECT NO.
PHASE/CTR
ACTIVITY
PROJECT FILE
SUBJECT SHEET OF
FILENAME = \\vboxsrv\conversion_tmp\scratch_1\[170423970.xls.ms_office.xls]RoarkTable17
4219112
NRPOD Tapti Expansion Project
TCPP Deck Ring Stiffener Design
BYREVISION DATE BY CHECKED APPROVED REVISION DATE CHECKED APPROVED
A Mar-05 TCS TW
-60
-40
-20
0
20
40
60
80
100
Bending Moment Diagram
-2000
-1500
-1000
-500
0
500
1000
1500
2000
Axial Force Diagram
-200
-100
0
100
200
300
400
500
Shear Force Diagram
0.000
0.200
0.400
0.600
0.800
1.000
1.200
1.400
1.600
1.800
Combined
Shear
Max UC
Unity Check Diagram
Sheet 5 of 5
