wf,unp,angle,pipe steel profile calculation
DESCRIPTION
Perhitungan untuk section properties material baja (PT.Gunung Garuda) disertai Perhitungan Gaya DalamTRANSCRIPT
MECHANIC CALCULATION SHEETfian ardiyana. PT.Rekayasa Industri. 2013
CANTILEVER POINT LOAD CANTILEVER POINT LOADMechanics Data Section Properties
L= 1.4 m Profile: OTHERSa= 1.2 m Size: Custom Sizex= 0 m E= 200000 Mpa
F= 1.5 KN CUSTOM SIZE
b= 0.2 m 759000
1.5 KN 759000
1.5 KN
1.5 KN along 0<x<a IWF Custom Size
1.8 KN.m EQUAL ANGLE
-1.8 KN.m UNEQUAL ANGLE
1.8 KN.m at support UNP
0 mm OTHERS
-7.1146245059 mm at edge
CANTILEVER DISTRIBUTED LOAD CANTILEVER DISTRIBUTED LOADMechanics Data Section Properties
L= 1.4 m Profile: OTHERSx= 1.4 m Size: 150x100x15
w= 1.5 KN/m E= 200000 Mpa
2.1 KN CUSTOM SIZE
0 KN 759000
2.1 at support 759000
1.47 KN.m
0 KN.m IWF Custom Size
1.47 KN.m at support EQUAL ANGLE
-4.7450592885 mm UNEQUAL ANGLE
-4.7450592885 mm at edge UNPOTHERS
CANTILEVER MOMENT LOAD CANTILEVER MOMENT LOADMechanics Data Section Properties
L= 3 m Profile: OTHERSx= 3 m Size: 150x100x15
5 KN.m E= 200000 Mpa
0 KN CUSTOM SIZE
Use this sheet for calculating the mechanics only. The results can be used for design calculation. Please only fill the cells with green background
I= mm4
Iother= mm4
R1= Iprofile= mm4
Vx=
VMAX=
M1=
Mx=
MMAX=
yx=
ymax=
R1= I= mm4
Vx= Iother= mm4
VMAX= Iprofile= mm4
M1=
Mx=
Mmax=
yx=
ymax=
MB=
R1= I= mm4
0 KN 759000
5 KN.m at support 759000
5 KN.m
148.22134387 mm IWF Custom Size
148.22134387 mm at edge EQUAL ANGLEUNEQUAL ANGLEUNPOTHERS
SIMPLE SUPPORT POINT LOAD SIMPLE SUPPORT POINT LOADMechanics Data Section Properties
L= 3 m Profile: OTHERSa= 1.5 m Size: 150x100x15x= 1.5 m E= 200000 Mpa
F= 20 KN CUSTOM SIZE
b= 1.5 m 759000
10 KN 759000
10 KN
-10 KN IWF Custom Size
10 KN EQUAL ANGLE
15 KN.m UNEQUAL ANGLE
15 KN.m at midspan UNP
-74.110671937 mm OTHERS
-74.110671937 mm at point load
SIMPLE SUPPORT DISTRIBUTED LOAD SIMPLE SUPPORT DISTRIBUTED LOADMechanics Data Section Properties
L= 3 m Profile: OTHERSx= 1.5 m Size: 150x100x15
w= 5 KN/m E= 200000 Mpa
7.5 KN CUSTOM SIZE
7.5 KN 759000
0 KN 759000
7.5 at both support
5.625 KN.m IWF Custom Size
-5.625 KN.m EQUAL ANGLE
5.625 KN.m at support UNEQUAL ANGLE
-34.73937747 mm UNP
-34.73937747 mm at midspan OTHERS
Vx= Iother= mm4
M1=MMAX= Iprofile= mm4
Mx=
yx=
ymax=
I= mm4
Iother= mm4
R1= Iprofile= mm4
R2=
Vx=
VMAX=
Mx=
MMAX=
yx=
ymax=
R1= I= mm4
R2= Iother= mm4
Vx= Iprofile= mm4
VMAX=
M1=
Mx=
Mmax=
yx=
ymax=
SIMPLE SUPPORT MOMENT LOAD SIMPLE SUPPORT MOMENT LOADMechanics Data Section Properties
L= 3 m Profile: OTHERSa= 1.5 m Size: 150x100x15x= 2 m E= 200000 Mpa
5 KN.m CUSTOM SIZE
1.6666666667 KN 759000
1.6666666667 KN along span 759000
-1.6666666667 KN.m
2.2873664178 mm IWF Custom Size
mm please trial EQUAL ANGLEUNEQUAL ANGLEUNPOTHERS
FIXED SUPPORT POINT LOAD FIXED SUPPORT POINT LOADMechanics Data Section Properties
L= 6 m Profile: OTHERSa= 2 m Size: 150x100x15x= 4 m E= 200000 Mpa
F= 3.1 KN CUSTOM SIZE
b= 4 m 759000
2.2962962963 KN 759000
0.8037037037 KN
-0.8037037037 KN IWF Custom Size
2.2962962963 KN EQUAL ANGLE
2.7555555556 KN.m UNEQUAL ANGLE
1.3777777778 KN.m UNP
0.2296296296 KN.m OTHERS
1.837037037 KN.m at point load
-11.093218823 mm
mm please trial
20.577777778FIXED SUPPORT DISTRIBUTED LOAD FIXED SUPPORT DISTRIBUTED LOAD
Mechanics Data Section PropertiesL= 1 m Profile: EQUAL ANGLEa= 0 m Size: EA 40x40x4x= 0 m E= 200000 Mpa
MB= I= mm4
R1=R2= Iother= mm4
Vx= Iprofile= mm4
Mx=
yx=
ymax=
I= mm4
Iother= mm4
R1= Iprofile= mm4
R2=
Vx=
VMAX=
M1=
M2=
Mx=
MMAX=
yx=
ymax=
w= 6 KN/m 35300
b= 1 m 759000
3 KN 35300
3 KN
3 KN IWF Custom Size
3 KN at support EQUAL ANGLE
0.5 KN.m UNEQUAL ANGLE
0.5 KN.m UNP
-0.5 KN.m OTHERS
0.5 KN.m at support
0 mm
-2.2131728045 mm at midspan
I= mm4
Iother= mm4
R1= Iprofile= mm4
R2=
Vx=
VMAX=
M1=
M2=
Mx=
MMAX=
yx=
ymax=
CANTILEVER POINT LOAD
CANTILEVER DISTRIBUTED LOAD
CANTILEVER MOMENT LOAD
SIMPLE SUPPORT POINT LOAD
SIMPLE SUPPORT DISTRIBUTED LOAD
SIMPLE SUPPORT MOMENT LOAD
FIXED SUPPORT POINT LOAD
FIXED SUPPORT DISTRIBUTED LOAD
Standard Sectional Dimension of Wide Flange-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Desain
1 2 3 4 5 6 7
S T A N D A R D S E C T I O N A L D I M E N S I O N
Nominal ht x bf tw tf r
Dimensional (mm x mm) (mm) (mm) (mm)
WF 100x100x6x8 100 x 100 6.0 8.0 10.0
WF 125x125x6,5x9 125 x 125 6.5 9.0 10.0
WF 150x75x5x7 150 x 75 5.0 7.0 8.0
WF 148x100x6x9 148 x 100 6.0 9.0 11.0
WF 150x150x7x10 150 x 150 7.0 10.0 11.0
WF 175x175x7,5x11 175 x 175 7.5 11.0 12.0
WF 198x99x4,5x7 198 x 99 4.5 7.0 11.0
WF 200x100x5,5x8 200 x 100 5.5 8.0 11.0
WF 200x200x8x12 200 x 200 8.0 12.0 13.0
WF 248x124x5x8 248 x 124 5.0 8.0 12.0
WF 250x125x6x9 250 x 125 6.0 9.0 12.0
WF 250x250x9x14 250 x 250 9.0 14.0 16.0
WF 298x149x5,5x8 298 x 149 5.5 8.0 13.0
WF 300x150x6,5x9 300 x 150 6.5 9.0 13.0
WF 300x300x10x15 300 x 300 10.0 15.0 18.0
WF 346x174x6x9 346 x 174 6.0 9.0 14.0
WF 350x175x7x11 350 x 175 7.0 11.0 14.0
WF 350x350x12x19 350 x 350 12.0 19.0 20.0
WF 396x199x7x11 396 x 199 7.0 11.0 16.0
WF 400x200x8x13 400 x 200 8.0 13.0 16.0
WF 400x400x13x21 400 x 400 13.0 21.0 22.0
WF 450x200x9x14 450 x 200 9.0 14.0 18.0
WF 500x200x10x16 500 x 200 10.0 16.0 20.0
WF 600x200x11x17 600 x 200 11.0 17.0 22.0
WF 588x300x12x20 588 x 300 12.0 20.0 28.0
WF 700x300x13x24 700 x 300 13.0 24.0 28.0
WF 800x300x14x26 800 x 300 14.0 26.0 28.0
Tidak ada 0 0 0 0 0
tf
tw
bf
h2
h1
X
Y
X
Y
ht
EQ
UA
L A
NG
LE
Standard Sectional Dimensions
H X B t r1 r2
mm x mm mm mm mm
EA 25x25x3 25 x 25 3 4 2
EA 30x30x3 30 x 30 3 4 2
EA 40x40x3 40 x 40 3 4.5 2
EA 40x40x4 40 x 40 4 4.5 2
EA 40x40x5 40 x 40 5 4.5 3
EA 45x45x5 45 x 45 5 6.5 3
EA 45x45x4 45 x 45 4 6.5 3
EA 50x50x4 50 x 50 4 6.5 3
EA 50x50x5 50 x 50 5 6.5 3
EA 50x50x6 50 x 50 6 6.5 4.5
EA 60x60x4 60 x 60 4 6.5 3
EA 60x60x5 60 x 60 5 6.5 3
EA 60x60x6 60 x 60 6 8 4
EA 65x65x5 65 x 65 5 8.5 3
EA 65x65x6 65 x 65 6 8.5 4
EA 65x65x8 65 x 65 8 8.5 6
EA 70x70x6 70 x 70 6 8.5 4
EA 75x75x6 75 x 75 6 8.5 4
EA 75x75x9 75 x 75 9 8.5 6
EA 75x75x12 75 x 75 12 8.5 6
EA 80x80x6 80 x 80 6 8.5 4
EA 90x90x6 90 x 90 6 10 5
EA 90x90x7 90 x 90 7 10 5
EA 90x90x10 90 x 90 10 10 7
EA 90x90x13 90 x 90 13 10 7
EA 100x100x7 100 x 100 7 10 5
EA 100x100x13 100 x 100 13 10 7
EA 100x100x10 100 x 100 10 10 7
EA 120x120x8 120 x 120 8 12 5
EA 120x120x11 120 x 120 11 13 6.5
EA 120x120x12 120 x 120 12 13 6.5
EA 130x130x9 130 x 130 9 12 6
EA 130x130x15 130 x 130 15 12 8.5
EA 130x130x12 130 x 130 12 12 8.5
EA 150x150x12 150 x 150 12 14 7
EA 150x150x15 150 x 150 15 14 10
EA 150x150x19 150 x 150 19 14 10
EA 175x175x12 175 x 175 12 15 11
EA 175x175x15 175 x 175 15 15 11
EA 200x200x15 200 x 200 15 17 12
EA 200x200x20 200 x 200 20 17 12
EA 200x200x25 200 x 200 25 17 12
EA 250x250x35 250 x 250 35 24 18
EA 250x250x25 250 x 250 25 24 12
UN
EQ
UA
L A
NG
LE
Standard Sectional Dimensions
PROFILEH X B t r1 r2
mm x mm mm mm mm
95x75x9 95 x 75 9 8.5 6
100x75x7 100 x 75 7 10 5
100x75x10 100 x 75 10 10 7
125x75x7 125 x 75 7 10 5
125x75x10 125 x 75 10 10 7
125x75x13 125 x 75 13 10 7
125x90x10 125 x 90 10 10 7
125x90x13 125 x 90 13 10 7
150x90x9 150 x 90 9 12 6
150x90x12 150 x 90 12 12 8.5
150x100x9 150 x 100 9 12 6
150x100x12 150 x 100 12 12 8.5
150x100x15 150 x 100 15 12 8.5
UN
P
Standard Sectional Dimensions Section Area
PROFILEA X B t1 t2 A
mm x mm mm mm
UNP 75x40x5 75 x 40 5 7 8.818
UNP 100x50x5 100 x 50 5 7.5 11.92
UNP 125x65x6 125 x 65 6 8 17.11
UNP 150x75x6.5 150 x 75 6.5 10 23.71
UNP 150x75x9 150 x 75 9 12.5 30.59
UNP 180x75x7 180 x 75 7 10.5 27.2
UNP 200x70x7 200 x 70 7 10 26.92
UNP 200x80x7.5 200 x 80 7.5 11 31.33
UNP 200x90x8 200 x 90 8 13.5 38.65
UNP 250x90x9 250 x 90 9 13 44.07
UNP 250x90x11 250 x 90 11 14.5 51.17
UNP 300x90x10 300 x 90 10 15.5 55.74
UNP 300x90x12 300 x 90 12 16 61.9
UNP 380x100x10.5 380 x 100 10.5 16 69.39
UNP 380x100x13x16.5 380 x 100 13 16.5 78.96
UNP 380x100x13x20 380 x 100 13 20 85.71
1 2 3 4 5 6 7
cm2
1 2 3 4 5 6 7
NOMINAL SIZE Outside Diameter Thickness Weight Area
inch mm min (mm) mm kg/m
1/2" 15 21.7 21.1 1.9 5.48 114.60533/4" 20 27.2 26.4 2.05 7.54 156.820451" 25 34.2 33.4 2.35 10.94 229.23416
1 1/4" 32 42.9 42.1 2.45 14.52 305.182161 1/2" 40 48.8 48 2.55 17.3 364.10273
2" 50 60.8 59.8 2.6 22.2 467.217662 1/2" 65 76.6 75.4 2.8 30.33 638.62295
3" 80 89.5 88.1 2.95 37.52 789.144514" 100 114.9 113.3 3.2 52.61 1106.8459
NOMINAL SIZE Outside Diameter Thickness Weight Area
inch mm min (mm) mm kg/m
1/2" 15 21.7 21.1 2 5.74 120.008843/4" 20 27.2 26.4 2.35 8.54 177.554961" 25 34.2 33.4 2.65 12.21 256.00053
1 1/4" 32 42.9 42.1 2.65 15.63 328.429951 1/2" 40 48.8 48 2.9 19.52 410.8889
2" 50 60.8 59.8 2.9 24.63 518.39422 1/2" 65 76.6 75.4 3.25 34.99 736.66421
3" 80 89.5 88.1 3.25 41.19 866.333444" 100 114.9 113.3 3.65 59.76 1257.3361
NOMINAL SIZE Outside Diameter Thickness Weight Area
inch mm min (mm) mm kg/m
1/2" 15 21.7 21.1 2.65 7.35 153.600323/4" 20 27.2 26.4 2.65 9.51 197.723991" 25 34.2 33.4 3.25 14.64 307.83681
1 1/4" 32 42.9 42.1 3.25 18.83 396.665341 1/2" 40 48.8 48 3.25 21.66 456.90538
2" 50 60.8 59.8 3.65 30.6 643.861562 1/2" 65 76.6 75.4 3.65 39.08 822.74385
3" 80 89.5 88.1 4.05 50.85 1069.4064" 100 114.9 113.3 4.5 73.11 1538.1238
NOMINAL SIZE Outside Diameter Thickness Weight Area
inch mm min (mm) mm kg/m
1/2" 15 21.7 21.1 3.25 8.73 182.251643/4" 20 27.2 26.4 3.25 11.37 236.365581" 25 34.2 33.4 4.05 17.83 373.43326
1 1/4" 32 42.9 42.1 4.05 23.04 484.12728
BS-1
387/
85 C
LASS
LIG
HT
A1,S
NI 0
039-
87- B
LACK
AN
D G
ALVA
NIZ
ED max (mm) mm2
BS-1
387/
85 C
LASS
LIG
HT,
SNI 0
039-
87-
BLAC
K AN
D G
ALVA
NIZ
ED
max (mm) mm2
BS-1
387/
85 C
LASS
MED
IUM
,SN
I 003
9-87
- BLA
CK A
ND
GAL
VAN
IZED max
(mm) mm2
BS-1
387/
85 C
LASS
HEA
VY,S
NI 0
039-
87- B
LACK
AN
D G
ALVA
NIZ
ED max (mm) mm2
1 1/2" 40 48.8 48 4.05 26.58 559.195642" 50 60.8 59.8 4.5 37.16 781.78533
2 1/2" 65 76.6 75.4 4.5 47.61 1002.32513" 80 89.5 88.1 4.85 60.32 1268.45734" 100 114.9 113.3 5.4 87.01 1830.4804BS
-138
7/85
CLA
SS H
EAVY
,SN
I 003
9-87
- BLA
CK A
ND
GAL
VAN
IZED
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2450 kg/cm² if
Fy = 2350 kg/cm² if
8 9 10 11 12 13 14 15
S T A N D A R D S E C T I O N A L D I M E N S I O N
Informative Reference
Sec.of Unit
Area Weight
h1 h2 A
(mm) (mm) (cm²) (kg/m) Ix Iy ix iy
18.0 64.0 21.90 17.20 383 134 4.18 2.47
19.0 87.0 30.31 23.80 847 293 5.29 3.11
15.0 120.0 17.85 14.00 666 49.5 6.11 1.66
20.0 108.0 26.84 21.10 1020 151 6.17 2.37
21.0 108.0 40.14 31.50 1640 563 6.39 3.75
23.0 129.0 51.21 40.20 2880 984 7.50 4.38
18.0 162.0 23.18 18.20 1580 114 8.26 2.21
19.0 162.0 27.16 21.30 1840 134 8.24 2.22
25.0 150.0 63.53 49.90 4720 1600 8.62 5.02
20.0 208.0 32.68 25.70 3540 255 10.40 2.79
21.0 208.0 37.66 29.60 4050 294 10.40 2.79
30.0 190.0 92.18 72.40 10800 3650 10.80 6.29
21.0 256.0 40.80 32.00 6320 442 12.40 3.29
22.0 256.0 46.78 36.70 7210 508 12.40 3.29
33.0 234.0 119.80 94.00 20400 6750 13.10 7.51
23.0 300.0 52.68 41.40 11100 792 14.50 3.88
25.0 300.0 63.14 49.60 13600 984 14.70 3.95
39.0 272.0 173.90 137.00 40300 13600 15.20 8.84
27.0 342.0 72.16 56.60 20000 1450 16.70 4.48
29.0 342.0 84.10 66.00 23700 1740 16.80 4.54
43.0 314.0 218.70 172.00 66600 22400 17.50 10.10
32.0 386.0 96.80 76.00 33500 1870 18.60 4.40
36.0 428.0 114.20 89.60 47800 2140 20.50 4.33
39.0 522.0 134.40 106.00 77600 2280 24.00 4.12
48.0 492.0 192.50 151.00 118000 9020 24.80 6.85
52.0 596.0 235.50 185.00 201000 10800 29.30 6.78
54.0 692.0 267.40 210.00 292000 11700 33.00 6.62
0 0 0 0 0 0 0 0
tf £
tf $
Geometrical Moment of Inertia (cm4)
Radius of Gyration of an
area (cm)
tf
tw
bf
h2
h1
X
Y
X
Y
ht
Section AreaUNIT WEIGHT
INFORMATIVE REFERENCE
Center of gravity Geometrical Moment of Inertia
A Cx Cy Ix Iy Max Iu Min Iv
kg/m cm cm
1.427 1.12 0.719 0.719 0.797 0.797 1.26 0.332
1.727 1.36 0.844 0.844 1.42 1.42 2.26 0.59
2.336 1.83 1.09 1.09 3.53 3.53 5.6 1.46
2.336 1.83 1.09 1.09 3.53 3.53 5.6 1.46
3.755 2.95 1.17 1.17 5.42 5.42 8.59 2.25
4.302 3.38 1.28 1.28 7.91 7.91 12.5 3.29
3.492 2.74 1.24 1.24 6.5 6.5 10.3 2.7
3.892 3.06 1.37 1.37 9.06 9.06 14.4 3.76
4.802 3.77 1.41 1.41 11.1 11.1 17.5 4.58
5.644 4.43 1.44 1.44 12.6 12.6 20 5.23
4.692 3.68 1.61 1.61 16 16 25.4 6.62
5.802 4.55 1.66 1.66 19.6 19.6 31.2 8.09
6.91 5.40 1.7 1.7 22.79 22.79 36.16 9.42
6.367 5.00 1.77 1.77 25.3 25.3 40.1 10.5
7.527 5.91 1.81 1.81 29.4 29.4 46.6 12.2
9.761 7.66 1.88 1.88 36.8 36.8 58.3 15.3
8.127 6.38 1.93 1.93 37.1 37.1 58.9 15.3
8.727 6.85 2.06 2.06 46.1 46.1 73.2 19
12.69 9.96 2.17 2.17 64.4 64.4 102 26.7
16.56 13.00 2.29 2.29 81.9 81.9 129 34.5
9.23 7.32 2.18 2.18 56.4 56.4 89.6 23.2
10.55 8.28 2.42 2.42 80.7 80.7 128 33.4
12.22 9.59 2.46 2.46 93 93 148 38.3
17 13.30 2.57 2.57 125 125 199 51.7
21.71 17.00 2.69 2.69 156 156 248 65.3
13.62 10.70 2.71 2.71 129 129 205 53.2
24.31 19.10 2.94 2.94 220 220 348 91.1
19 14.90 2.82 2.82 175 175 278 72
18.76 14.70 3.24 3.24 258 258 410 106
25.37 19.90 3.3 3.3 340 340 541 140
27.54 21.60 3.4 3.4 367 367 583 151
22.74 17.90 3.53 3.53 366 366 583 150
36.75 28.80 3.76 3.76 568 568 902 234
29.76 23.40 3.64 3.64 467 467 743 192
cm2 cm4 cm4 cm4 cm4
34.77 27.30 4.14 4.14 740 740 1180 304
42.74 33.60 4.24 4.24 888 888 1410 365
53.38 41.90 4.4 4.4 1090 1090 1730 451
40.52 31.80 4.73 4.73 1170 1170 1860 480
50.21 39.40 4.85 4.85 1440 1440 2290 589
57.75 45.30 5.46 5.46 2180 2180 3470 891
76 59.70 5.67 5.67 2820 2820 4490 1160
93.75 73.60 5.86 5.86 3420 3420 5420 1410
162.6 128.00 7.45 7.45 9110 9110 14400 3790
119.4 93.70 7.1 7.1 6950 6950 11000 2860
Section AreaUNIT WEIGHT
INFORMATIVE REFERENCE
Center of gravity Geometrical Moment of Inertia
A Cx Cy Ix Iy Max Iu Min Iv
kg/m cm cm
14.04 11 2.75 2 109 68.1 143 34.1
11.87 9.32 3.06 1.83 118 56.9 144 30.8
16.5 13 3.17 1.94 159 76.1 194 41.3
13.62 10.7 4.1 1.64 219 60.4 243 36.4
19 14.9 4.22 1.75 299 80.8 330 49
24.31 19.1 4.35 1.87 376 101 415 61.9
20.5 16.1 3.95 2.22 318 138 380 76.2
26.26 20.6 4.07 2.34 401 173 477 96.3
20.94 16.4 4.95 1.99 485 133 537 80.4
27.36 21.5 5.07 2.1 619 167 685 102
21.84 17.1 4.76 2.3 502 181 579 104
28.56 22.4 4.88 2.41 642 228 738 132
35.25 27.7 5 2.53 782 276 897 161
cm2 cm4 cm4 cm4 cm4
UNIT WEIGHTCenter of gravity Geometrical Moment of Inertia
Cx Cy Ix Iy ix iy Sx
kg/m cm cm cm cm
6.92 37.5 1.27 75.9 12.4 2.93 1.19 20.2
9.36 50 1.55 189 26.9 3.98 1.5 37.8
13.4 62.5 1.94 425 65.5 4.99 1.96 68
18.6 75 2.31 864 122 6.04 2.27 115
24 75 2.31 1050 147 5.86 2.19 140
21.4 90 2.15 1380 137 7.13 2.24 150
21.1 100 1.85 1620 113 7.77 2.04 162
24.6 100 2.24 1950 177 7.89 2.38 195
30.3 100 2.77 2490 286 8.03 2.72 249
34.6 125 2.43 4180 306 9.74 2.64 335
40.2 125 2.39 4690 342 9.57 2.58 375
43.8 150 2.33 7400 373 11.5 2.54 494
48.6 150 2.25 7870 391 11.3 2.51 525
54.5 190 2.41 14500 557 14.5 2.83 762
62 190 2.29 15600 584 14.1 2.72 822
67.3 190 2.5 17600 671 14.3 2.8 924
8 9 10 11 12 13 14 15
Radius of Gyration
Elastic Section Modulus
cm4 cm4 cm3
8 9 10 11 12 13 14
Pressure Test
LIG
HT
A1
mm psi
3058.95 7.13 289.948224702 386.0071666676587.34 8.98 499.040768046 660.346854167
15461.57 11.40 925.842413652 1220.7202291732882.07 14.46 1562.09364198 2047.3006458351114.16 16.53 2129.75679873 2784.3035625
102255.16 20.69 3419.9051516 4449.65733333222863.27 26.17 5911.49256392 7667.31466667376623.61 30.63 8549.91179085 11069.3083542875847.48 39.50 15460.6793322 19964.3893333
Pressure Test
LIG
HT
mm psi
3196.85 7.12 303.018559913 404.343333333 700 507422.20 8.93 562.287777678 748.193979167 700 50
17199.52 11.35 1029.9111655 1363.94285417 700 5035311.49 14.42 1677.50539175 2203.72122917 700 5057492.09 16.47 2395.5039135 3143.02483333 700 50
113192.74 20.64 3785.71037706 4937.86383333 700 50256360.76 26.09 6800.02028348 8845.90010417 700 50412798.68 30.58 9371.13905958 12153.0594792 700 50993051.07 39.42 17529.5863608 22680.7091458 700 50
Pressure Test
MED
IUM
mm psi
4041.76 7.01 383.105322595 518.917479167 700 508226.39 8.88 623.211723459 833.876604167 700 50
20526.00 11.25 1229.10170755 1642.11260417 700 5042381.20 14.32 2013.35886199 2663.54697917 700 5063723.25 16.41 2655.13550766 3496.22135417 700 50
139789.70 20.51 4675.24077199 6136.03477083 700 50285614.79 26.02 7575.98912293 9881.26327083 700 50507406.83 30.44 11518.8838247 15005.8018125 700 50
1210532.18 39.27 21368.6175195 27751.0275 700 50
Pressure Test
HEA
VY
mm psi
4746.34 6.91 449.890057172 617.753229167 700 509745.82 8.78 738.320072101 998.856354167 700 50
24662.75 11.12 1476.81129725 1996.1589375 700 5051311.30 14.19 2437.59123688 3254.9293125 700 50
Moment of Inertia
Radius of Gyration
Elastic Section Modulus
Plastic Section Modulus
mm4 mm3 mm3 kgf/cm2
Moment of Inertia
Radius of Gyration
Section Modulus
mm4 mm3 kgf/cm2
Moment of Inertia
Radius of Gyration
Section Modulus
mm4 mm3 kgf/cm2
Moment of Inertia
Radius of Gyration
Section Modulus
mm4 mm3 kgf/cm2
77426.90 16.27 3226.12068504 4283.0116875 700 50
HEA
VY
168671.50 20.36 5641.18737566 7455.8025 700 50346175.31 25.87 9182.36889241 12043.3725 700 50599351.73 30.30 13606.1687213 17804.7521458 700 50
1435316.83 39.11 25336.5723837 33033.933 700 50
16 mm
16 mm
16 17 18 19 20 21
Informative Reference
Sx Sy Zx Zy Cw J76.5 26.7 84184 40756 2821.333333 4.0181333136 47 149104.625 71442.6875 9855.46875 7.054495888.8 13.2 98195 20537.5 2516.185547 2.2816667138 30.1 150450 46170 7245.375 5.796219 75.1 239575 114092.5 27562.5 11.486333330 112 359591.875 170589.0625 66066.80208 17.679896160 23 170451 35235 10324.26436 2.8227184 26.8 200152 41391.5 12288 4.4337667472 160 513152 242816 141376 26.043733285 41.1 305360 62954 36607.1808 5.1992324 47 351861 72400.5 42539.79492 7.7454867 292 936889 441995.5 507645.8333 51.127933424 59.3 455025.5 90936.625 92732.83697 6.6497917481 67.7 522076.5 104228.625 107174.3906 9.8714751360 450 1464750 681750 1370671.875 76.5641 91 689118 139194 224356.5816 10.818775 112 840847 172455.5 282289.6699 19.2784672300 776 2493182 1174982 3718797.068 178.014531010 145 1087548 222387 535379.9856 21.9341190 174 1285952 265984 648999 35.6762673330 1120 3600133 1695125.5 8043896 273.177531490 187 1621489 288545.5 887114.6667 46.8412671910 214 2096360 331700 1249365.333 70.2133332590 228 2863179 357121.5 1926037.667 90.61824020 601 4308912 919728 7259040 191.56485760 722 6248788 1107547 12338352 324.228137290 782 7995464 1206652 17522973 419.93707
0 0
tf £
tf $
Modulus of Section (Elastic)
Modulus of Section (Plastic)
Warping Constant
Torsional Constant
(cm3) (cm3) mm3 mm3 cm6 cm4
INFORMATIVE REFERENCESection Modulus
Radius of Gyration of Area
ix iy Max iu Min iv Sx Sy
cm cm cm cm
0.747 0.747 0.94 0.48 0.448 0.448
908 908 1.14 0.58 0.661 0.661
1.23 1.23 1.55 0.79 1.21 1.21
1.23 1.23 1.55 0.79 1.21 1.21
1.2 1.2 1.51 0.77 1.91 1.91
1.36 1.36 1.71 0.87 2.46 2.46
1.36 1.36 1.72 0.88 2 2
1.53 1.53 1.92 0.98 2.49 2.49
1.52 1.52 1.91 0.98 3.08 3.08
1.5 1.5 1.88 0.96 3.55 3.55
1.85 1.85 2.33 1.19 3.66 3.66
1.84 1.84 2.32 1.18 4.52 4.52
1.82 1.82 2.29 1.17 5.28 5.28
1.99 1.99 2.51 1.28 5.35 5.35
1.98 1.98 2.49 1.27 6.26 6.26
1.94 1.94 2.44 1.25 7.96 7.96
2.14 2.14 2.69 1.37 7.33 7.33
2.3 2.3 2.9 1.48 8.47 8.47
2.25 2.25 2.84 1.45 21.1 21.1
2.22 2.22 2.79 1.44 15.7 15.7
2.46 2.46 3.1 1.58 9.7 9.7
2.77 2.77 3.48 1.78 12.3 12.3
2.76 2.76 3.48 1.77 14.2 14.2
2.71 2.71 3.42 1.74 19.5 19.5
2.68 2.68 3.38 1.73 24.8 24.8
3.08 3.08 3.88 1.98 17.7 17.7
3 3 3.78 1.94 31.1 31.1
3.04 3.04 3.83 1.95 24.4 24.4
3.71 3.71 4.67 2.38 29.5 29.5
3.66 3.66 4.62 2.35 39.36 39.36
3.65 3.65 4.6 2.35 42.68 42.68
4.01 4.01 5.06 2.57 38.7 38.7
3.93 3.93 4.95 2.53 41.6 41.6
3.96 3.96 5 2.54 49.9 49.9
tan α
cm3 cm3
4.61 4.61 5.82 2.96 68.1 68.1
4.56 4.56 5.75 2.92 82.6 82.6
4.52 4.52 5.69 2.91 103 103
5.38 5.38 6.78 3.44 91.8 91.8
5.35 5.35 6.75 3.48 114 114
6.14 6.14 7.75 3.93 150 150
6.09 6.09 7.68 3.9 197 197
6.04 6.04 7.61 3.88 242 242
7.49 7.49 9.42 4.83 519 519
7.63 7.63 9.62 4.89 388 388
INFORMATIVE REFERENCEElastic Section Modulus
Radius of Gyration of Area
ix iy Max iu Min iv Sx Sy
cm cm cm cm
2.78 2.2 3.19 1.56 0.676 17.4 12.4
3.15 2.19 3.49 1.61 0.548 17 10
3.11 2.15 3.43 1.58 0.543 23.3 13.7
4.01 2.11 4.23 1.64 0.362 26.1 10.3
3.96 2.06 4.17 1.61 0.357 36.1 14.1
3.93 2.04 4.13 1.6 0.352 46.1 17.9
3.94 2.59 4.3 1.93 0.505 37.2 20.3
3.91 2.57 4.26 1.91 0.501 47.5 25.9
4.81 2.52 5.06 1.96 0.361 48.2 19
4.76 2.47 5 1.93 0.357 62.3 24.3
4.79 2.88 5.15 2.18 0.439 49.1 23.5
4.74 2.83 5.09 2.15 0.435 63.4 30.1
4.71 2.8 5.04 2.14 0.431 78.2 37
tan α
cm3 cm3
Sy Zx Zy Cw J
4.54 23.691 9.35115 86.31 1.177.82 43.719 16.12125 334.23 1.7614.4 78.662 29.12716 1253.11 3.0023.6 132.46 49.24445 3445.31 6.1928.3 164.06 58.455 4154.21 12.8025.5 177.72 50.2782 5302.75 7.6121.8 189.7 39.921 5159.29 6.7230.8 225.73 59.4355 8382.53 9.6045.9 286.46 95.38058 14262.90 17.7146.5 390.19 86.36868 22179.73 18.6351.7 441.64 90.28119 24426.77 28.1056 577.78 98.417 38107.68 31.31
57.9 624.43 91.764 39198.82 40.0173.3 900.3 122.72714 88330.67 40.7475.8 991.1 109.13019 90840.92 55.3689.5 1095.7 143.59 108000.00 78.2316
Elastic Section Modulus
Plastic Section Modulus
Warping Constant
Torsional Constant
cm3 cm3 cm3 cm6 cm4
