TABLES FOR STEEL CONSTRUCTIONS
BY
Prof. Dr. MOUSTAFA KORASHY
TABLES FOR STEEL CONSTRUCTIONS
BY
Prof. Dr. MOUSTAFA KORASHY
CHECKED BY
Dr. SHERIF IBRAHIM
Eng. MOHAMED KORASHY
2001
CONTENTS
List of symbols
i
Introduction
ii
Hot Rolled Sections
1
Combined Hot Rolled Sections
26
Cold Formed Sections
46
Combined Cold Formed Sections
50
Bolts
55
Sample of Corrugated Sheets
66
Accessories
76
Cranes
79
Welding Symbols
86
Miscellaneous
90
LIST OF SYMBOLS
a (mm): Length of long leg for unequal angle.
Iy (cm4): Moment of inertia about Y-Y axis.
b (mm): Length of short leg for unequal angle,
or flange width.
Iy upper flange (cm4): Moment of inertia for upper flange about Y-Y axis.
J (cm4): Torsion constant.
b1 (mm): Width of upper flange for unsymmetrical welded I-sections.
r (mm, cm): Radius of inner fillet for cold formed section,
or Radius of gyration for symmetrical section.
b2 (mm): Width of Lower flange for symmetrical welded I-sections.
c (mm): Height of curved part including flange thickness for channel and Isections.
r1 (mm): Radius of fillet between web and flange.
ru (cm): Radius of gyration about U-U axis.
D (mm): Outer diameter of pipe.
rv (cm): Radius of gyration about V-V axis.
d (mm): Height of web for built-up I-sections.
rx (cm): Radius of gyration about X-X axis.
dmax. (mm): Maximum diameter of bolt to be used.
ry (cm): Radius of gyration about Y-Y axis.
e (mm): Distance measured from outer surface to neutral axis of section.
ex (mm): Distance from bottom surface to X-X axis.
s (mm): Thickness of web,
or Thickness of angle leg
ey (mm): Distance from outer surface to Y-Y Axis.
S (cm3): Elastic modulus of section.
h (mm): Height of section.
Sv (cm3): Elastic modulus of section about V-V axis.
I (cm4): Moment of inertia for symmetrical section.
Sx (cm3): Elastic modulus of section about X-X axis.
Iu (cm4): Moment of inertia about U-U axis.
Sxb (cm3): Elastic modulus of bottom extreme fibers about X-X axis.
Iv (cm4): Moment of inertia about V-V axis.
Sxt (cm3): Elastic modulus of top extreme fibers about X-X axis.
Ix (cm4): Moment of inertia about X-X axis.
i
M. Korashy
Sy (cm3): Elastic modulus of section about Y-Y axis.
Sy upper flange (cm3): Elastic modulus of upper flange about Y-Y axis.
t (mm): Thickness of flange,
or Wall thickness.
tG (mm): Thickness of gusset plate.
u1, u2 (cm): Distance between outer fibers of an angle to V-V axis.
Um (m2/m\): Surface area per unit length.
Ut (m2/t): Surface area per unit weight.
v, v1,&v2 (cm): Distance between outer fibers of an angle to U-U axis.
w, w1 (mm): Distance determining bolt hole location relative to the section.
Xm (cm): Distance between centroid of a channel and its shear center.
ii
M. Korashy
Introduction
The aim of presenting these tables is to provide the structural engineers with
wide range of information required in designing steel structures. Previously,
a steel designer had to search in many tables, handbooks, manuals, …etc. to
collect the necessary information needed to complete his/her design.
These tables are divided into nine chapters. Chapter one provides the
geometrical properties of common hot rolled sections which includes the
following:
•
Equal and unequal angles: primarily used in trusses for resisting
axial forces.
•
Channels (UPN): used as truss members and purlins or side girts.
•
I-sections (IPN, IPE, HEA, HEB, HEM):
IPN section is suitable for beam subjected to bending moment about
its major axis.
IPE section used mainly for beams or beam column.
HEA, HEB, and HEM sections are primarily used for members
subjected to bi-moments or for heavy beam-columns.
•
T-sections are produced by cutting I-sections into two halves. They
are used as brackets, truss members or light beams.
iii
•
Pipes and hollow sections: primarily used as truss members in
welded trusses.
Hollow square and rectangular sections, sometimes used as roof
purlins or light beam-columns.
•
Flat plates used in connections as head plates, gusset plates or it can
be utilized in composing built-up section.
•
Rails: used mainly in tracks of moving structures such as crane
bridge.
In unprecedented presentation of section properties in the Egyptian practice,
Chapter two introduces the geometric properties for combined hot rolled
sections and built–up welded sections.
This chapter provides the properties for the following combined sections:
•
Two equal or unequal angles back to back:
Used mainly as lower or upper chord of trusses, or bracing members.
•
Two channels back to back:
Used mainly as lower or upper chord in heavy trusses.
•
Two channels toe to toe:
Used as beam-column especially when the buckling lengths in-plane
and out of plane are nearly equal.
iv
•
IPE and UPN:
This section is used primarily as section for crane girders. The
“UPN” section is provided at the top flange where the lateral shock
of the crane bridge is applied.
•
Symmetrical welded I-Section:
This section consists of three parts welded to form symmetrical
I-sections. It is used mainly for beams or beam-columns.
•
Unsymmetrical welded I-sections:
This section is formed in away to make the upper flange
approximately twice the lower flange. Thus it is suitable for crane
girders where the lateral shock is applied at the upper flange. The
section might also be used for composite construction when the
upper and lower flanges are switched.
Chapter three introduces the geometrical properties of cold-formed steel
sections, these sections includes:
•
Channels (stiffened and unstiffened) and Z sections (with straight
lips and with inclined lips): These sections are used mainly for roof
purlins and side girts. Sometimes, they can be used in light trusses as
web members.
v
Chapter four provides the geometrical properties for combined cold-formed
sections. These sections includes:
•
Two channels back to back:
Used as lower or upper chord in light trusses or in bracing members.
•
Two channels toe to toe:
Used in light beam columns or as eave struts I bracing system.
Chapter five provides complete information about the size, weight, and grip
length of ordinary and high strength bolts. It also provides the dimension
and weight of washers and nuts used for each type of bolts.
This chapter also includes the dimension and the weight of anchor bolts
with various configurations.
Chapter six provides the geometrical properties of sample of corrugated
sheets whether they are single layer, sandwich panels, or metal decking steel
sheets. In this chapter the allowable spacing between purlins is also
provided based on the strength and serviceability criteria.
Chapter seven includes samples of the wheel loads of crane bridges
covering the following ranges of crane capacities:
•
Light cranes with capacity range from 0.5 to 6.3 ton.
•
Normal cranes with capacity range from 2.0 to 25 ton.
•
Heavy cranes with capacity range from 25 to 63 ton.
vi
Chapter eight provides the common symbols used in welding constructions.
Chapter nine includes various data covering the following areas:
•
Conversion tables used to convert engineering units from imperial to
SI or metric systems and vice versa.
•
Dimensions of aircraft with various types to assist in choosing the
configuration of aircraft hangar.
•
Geometrical properties of common shapes in engineering practice.
vii
HOT ROLLED SECTIONS
EQUAL ANGLES
HALF I.P.E.
UNEQUAL ANGLE
HALF H.E.A.
CHANNELS (U.P.N)
HALF H.E.B.
I.P.N.
PIPES
I.P.E.
HOLLOW SQUARE SECTIONS
H.E.A.
HOLLOW RECTANGULAR SECTIONS
H.E.B.
PLATES
H.E.M.
RAILS
1
M.Korashy
Y
v
U
V
u2
s
d
u1
v
S
W1
X
e
X
e
a
a
U
V
W2
a
EQUAL ANGLES
Y
Size
Weight Area
a
s
e
mm
mm kg/m` cm2
cm
1.36
1.74
0.84
3
30
1.78
2.27
0.89
4
2.18
2.78
0.92
5
1.60
2.04
0.96
3
35
2.10
2.67
1.00
4
2.57
3.28
1.04
5
2.42
3.08
1.12
4
40
2.97
3.79
1.16
5
3.52
4.48
1.20
6
3.38
4.30
1.28
5
45
4.00
5.09
1.32
6
4.60
5.86
1.36
7
3.77
4.80
1.40
5
50
4.47
5.69
1.45
6
5.15
6.56
1.49
7
4.18
5.32
1.52
5
55
4.95
6.31
1.56
6
6.46
8.23
1.64
8
5.42
6.91
1.69
6
60
7.09
9.03
1.77
8
8.69 11.10 1.85
10
6.83
8.70
1.85
7
65
7.73
9.85
1.89
8
8.62 11.00 1.93
9
N.A.=not available for this angle size
Dimensions
u1
v
cm
cm
1.18
2.12
1.24
1.30
1.36
2.47
1.41
1.47
1.58
2.83
1.64
1.70
1.81
3.18
1.87
1.92
1.98
3.54
2.04
2.11
2.15
3.89
2.21
2.32
2.39
4.24
2.50
2.62
2.62
4.60
2.67
2.73
u2
cm
1.04
1.05
1.07
1.23
1.24
1.25
1.40
1.42
1.43
1.58
1.59
1.61
1.76
1.77
1.78
1.93
1.94
1.97
2.11
2.14
2.17
2.29
2.31
2.32
Axis X-X and Y-Y
I
S
r
4
3
cm
cm
cm
1.41
0.65
0.90
1.81
0.86
0.89
2.16
1.04
0.88
2.29
0.90
1.06
2.96
1.18
1.05
3.56
1.45
1.04
4.48
1.56
1.21
5.43
1.91
1.20
6.33
2.26
1.19
7.83
2.43
1.35
9.16
2.88
1.34
10.40 3.31
1.33
11.00 3.05
1.51
12.80 3.51
1.50
14.60 4.15
1.49
14.70 3.70
1.66
17.80 4.40
1.66
22.10 5.72
1.64
22.80 5.29
1.82
29.10 6.88
1.80
34.90 8.41
1.78
33.40 7.13
1.96
37.50 8.13
1.95
41.30 9.04
1.94
2
Axis u-u
Iu
ru
4
cm
cm
2.24
1.14
2.85
1.12
3.41
1.11
3.63
1.34
4.68
1.33
5.63
1.31
7.09
1.52
8.64
1.51
9.98
1.49
12.40 1.70
14.50 1.69
16.40 1.67
17.40 1.90
20.40 1.89
23.10 1.88
23.30 2.09
27.40 2.08
34.80 2.06
36.10 2.29
46.10 2.26
55.10 2.23
53.00 2.47
59.40 2.46
65.40 2.44
Axis v-v
Sv
Iv
4
cm
0.57
0.76
0.91
0.95
1.24
1.49
1.86
2.22
2.67
3.25
3.85
4.39
4.59
5.24
6.02
6.11
7.24
9.35
9.43
12.10
14.60
13.80
15.60
17.20
cm3
0.48
0.61
0.70
0.70
0.88
1.10
1.18
1.35
1.57
1.80
2.05
2.29
2.32
2.57
2.85
2.84
3.26
4.03
3.85
4.84
5.57
5.27
5.84
6.30
rv
cm
0.57
0.58
0.57
0.68
0.68
0.67
0.78
0.77
0.77
0.87
0.87
0.87
0.98
0.96
0.96
1.07
1.07
1.07
1.17
1.16
1.15
1.26
1.26
1.25
w1
mm
Details
w2
mm
dmax
mm
N.A.
20
20
20
22
22
22
25
25
25
30
30
30
30
30
30
35
35
35
35
35
35
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
M10
M10
M10
M10
M10
M10
M12
M12
M12
M12
M12
M12
M16
M16
M16
M16
M16
M16
M16
M16
M16
Surface Area
Um
Ut
-2
2
\
x10 m /m
11.60
11.60
11.60
13.60
13.60
13.60
15.50
15.50
15.50
17.40
17.40
17.40
19.40
19.40
19.40
21.30
21.30
21.30
23.30
23.30
23.30
25.20
25.20
25.20
m2/t
85.30
65.17
53.21
85.00
64.76
52.91
64.00
52.20
44.03
51.50
43.50
37.82
51.50
43.40
37.67
50.96
33.30
32.97
43.00
32.90
26.80
36.90
32.60
29.23
M.Korashy
u2
s
V
u1
v
S
d
U
v
Y
W1
X
e
X
e
a
a
U
V
W2
a
EQUAL ANGLES
Y
Size
Weight Area
a
s
e
mm
mm kg/m` cm2
cm
7.38
9.40
1.97
7
70
9.34 11.90 2.05
9
11.20 14.30 2.13
11
7.94 10.10 2.03
7
75
9.03 11.50 2.13
8
11.10 14.10 2.21
10
9.66 12.30 2.26
8
80
11.90 15.10 2.34
10
14.10 17.90 2.41
12
12.20 15.50 2.54
9
90
14.70 18.70 2.62
11
17.10 21.80 2.70
13
15.10 19.20 2.82
10
100
17.80 22.70 2.90
12
20.60 26.20 2.98
14
16.60 21.20 3.07
10
110
19.70 25.10 3.15
12
22.80 29.00 3.21
14
21.60 27.50 3.40
12
120
23.30 29.90 3.44
13
26.60 33.90 3.51
15
N.A.=not available for this angle size
Dimensions
u1
v
cm
cm
2.79
4.95
2.90
3.01
2.95
5.30
3.01
3.18
3.20
5.66
3.31
3.41
3.59
6.36
3.70
3.81
3.99
7.07
4.10
4.21
4.34
7.78
4.45
4.54
4.80
8.49
4.86
4.96
u2
cm
2.47
2.50
2.53
2.63
2.65
2.68
2.82
2.85
2.89
3.18
3.21
3.24
3.54
3.57
3.60
3.89
3.93
3.98
4.26
4.27
4.31
Axis X-X and Y-Y
I
S
r
4
3
cm
cm
cm
42.4
8.43
2.12
52.6
10.6
2.10
61.8
12.7
2.09
52.4
8.67
2.28
58.9
11.0
2.26
71.4
13.5
2.25
72.3
12.6
2.42
87.5
15.5
2.41
102
18.2
2.39
116
18.0
2.74
138
21.6
2.72
158
25.1
2.69
177
24.7
3.04
207
29.2
3.02
235
33.5
3.00
239
30.1
3.36
280
35.7
3.34
319
41.0
3.32
368
42.7
3.65
394
46.0
3.64
446
52.5
3.63
3
Axis u-u
Iu
ru
4
cm
cm
67.1
2.67
83.1
2.64
97.6
2.61
83.6
2.88
93.3
2.85
113
2.83
115
3.06
139
3.03
161
3.00
184
3.45
218
3.41
250
3.39
280
3.82
328
3.80
372
3.77
379
4.23
444
4.21
505
4.18
584
4.60
625
4.59
705
4.56
Axis v-v
Sv
Iv
4
cm
17.6
22.0
26.0
21.1
24.4
28.8
29.6
35.9
43.0
47.8
57.1
65.9
73.3
86.2
98.3
98.6
116
133
152
162
186
cm3
6.37
7.59
8.61
7.15
8.11
9.55
9.25
10.9
12.6
13.3
15.4
17.3
18.4
21.0
23.4
22.7
25.1
29.3
31.6
33.3
37.5
rv
cm
1.37
1.36
1.35
1.45
1.46
1.45
1.55
1.54
1.53
1.76
1.75
1.74
1.95
1.95
1.94
2.16
2.15
2.14
2.35
2.34
2.34
w1
mm
40
40
40
40
40
40
45
45
45
50
50
50
55
55
55
40
40
40
45
45
45
Details
w2
mm
N.A.
N.A.
N.A.
N.A.
N.A.
80
80
80
85
85
85
dmax
mm
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M20
M24
M24
M24
M20
M20
M20
M20
M20
M20
Surface Area
Um
Ut
-2
2
\
x10 m /m
27.20
27.20
27.20
29.10
29.10
29.10
31.10
31.10
31.10
35.10
35.10
35.10
39.00
39.00
39.00
43.00
43.00
43.00
46.90
46.90
46.90
m2/t
36.90
29.10
24.28
36.65
32.20
26.21
32.20
26.10
22.10
28.80
23.88
20.53
25.80
21.90
18.90
25.90
21.83
18.86
21.70
20.13
17.60
M.Korashy
Y
v
U
V
u2
s
d
u1
v
S
W1
X
e
X
e
a
a
U
V
W2
a
EQUAL ANGLES
Y
Size
a
mm
130
140
150
160
180
200
s
mm
12
14
16
13
15
14
15
16
18
20
15
17
19
16
18
20
22
16
18
20
24
28
Weight Area
kg/m` cm2
23.60 30.00
27.20 34.70
30.90 39.30
27.50 35.00
31.40 40.00
31.60 40.30
33.80 43.00
35.90 45.70
40.10 51.00
44.20 56.30
36.20 46.10
40.70 51.80
45.10 57.50
43.50 55.40
48.60 61.90
53.70 68.40
58.60 74.70
48.50 61.80
54.30 69.10
59.90 76.40
71.10 90.60
82.00 105.00
e
cm
3.64
3.72
3.80
3.92
4.00
4.21
4.25
4.29
4.36
4.44
4.49
4.57
4.65
5.02
5.10
5.18
5.26
5.52
5.60
5.68
5.84
5.99
Dimensions
u1
v
cm
cm
5.15
9.19
5.26
5.37
5.54
9.90
5.66
5.95
6.01
10.60 6.07
6.17
6.28
6.35
11.30 6.46
6.58
7.11
12.70 7.22
7.33
7.44
7.80
7.92
14.10 8.04
8.26
8.47
u2
cm
4.60
4.63
4.66
4.96
4.99
5.31
5.33
5.34
5.38
5.41
5.67
5.70
5.73
6.39
6.41
6.44
6.47
7.09
7.12
7.15
7.21
7.28
Axis X-X and Y-Y
I
S
r
cm
cm4
cm3
472
50.4
3.97
540
55.2
3.94
605
65.8
3.92
638
63.3
4.27
723
72.3
4.25
845
78.2
4.58
898
82.5
4.57
949
88.7
4.56
1050
99.3
4.54
1150
109
4.51
1100
95.6
4.88
1230
108
4.86
1350
118
4.84
1680
130
5.51
1870
145
5.49
2040
160
5.47
2210
174
5.44
2340
162
6.15
2600
181
6.13
2850
199
6.11
3330
235
6.06
3780
270
6.02
4
Axis u-u
Iu
ru
4
cm
cm
750
5.00
857
4.97
959
4.94
1010
5.38
1150
5.36
1340
5.77
1430
5.76
1510
5.74
1670
5.70
1820
5.68
1750
6.15
1950
6.13
2140
6.10
2690
6.96
2970
6.93
3260
6.90
3510
6.86
3740
7.78
4150
7.75
4540
7.72
5280
7.64
5990
7.57
Iv
Axis v-v
Sv
cm4
194
223
251
262
298
347
370
391
438
477
453
506
558
679
757
830
918
943
1050
1160
1380
1580
cm3
37.7
42.4
46.7
47.3
52.7
58.3
61.6
64.4
71.0
76.0
71.3
78.3
84.8
95.5
105
113
123
121
133
144
167
186
rv
cm
2.54
2.53
2.52
2.74
2.73
2.94
2.93
2.93
2.93
2.91
3.14
3.13
3.12
3.50
3.49
3.49
3.50
3.91
3.90
3.89
3.90
3.89
w1
mm
50
50
50
55
55
60
60
60
60
60
60
60
60
65
65
65
65
65
65
65
65
65
Details
w2
mm
90
90
90
105
105
110
110
110
110
110
120
120
120
135
135
135
135
150
150
150
150
150
dmax
mm
M20
M20
M20
M24
M24
M24
M24
M24
M24
M24
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
Surface Area
Um
Ut
x10-2 m2/m\
50.80
50.80
50.80
54.70
54.70
58.60
58.60
58.60
58.60
58.60
62.50
62.50
62.50
70.50
70.50
70.50
70.50
78.50
78.50
78.50
78.50
78.50
m2/t
21.50
18.68
16.44
19.90
17.40
18.50
17.33
16.30
14.61
13.25
17.30
15.40
13.85
16.20
14.50
13.12
12.03
16.20
14.50
13.10
11.04
9.57
M.Korashy
V
U
d
V1
Y
a
W1
W2
ex
S
u2
X
s
V2
X
UNEQUAL ANGLES
a
A
U
ey
b
u1
b
V
a
mm
Size
b
mm
Weight
Area
s
2
mm
kg/m`
cm
1.11
1.42
3
30
20
1.45
1.85
4
1.35
1.72
3
40
20
1.77
2.25
4
1.72
2.19
3
45
30
2.25
2.87
4
2.77
3.53
5
3.37
4.29
5
60
30
4.59
5.85
7
3.76
4.79
5
60
40
4.46
5.68
6
5.14
6.55
7
4.74
6.04
5
75
50
6.51
8.30
7
8.23
10.50
9
5.41
6.89
6
80
40
7.07
9.01
8
6.82
8.69
6
90
60
8.96
11.40
8
6.85
8.73
6
100
50
8.99
11.50
8
11.10 14.10
10
8.77
11.20
7
100
65
11.10 14.20
9
13.40 17.10
11
N.A.=not available for this angle size
ex
cm
0.99
1.03
1.43
1.47
1.43
1.48
1.52
2.15
2.24
1.96
2.00
2.04
2.40
2.48
2.56
2.85
2.94
2.89
2.97
3.49
3.59
3.67
3.23
3.32
3.40
ey
cm
0.50
0.54
0.44
0.48
0.70
0.74
0.78
0.68
0.76
0.97
1.01
1.05
1.17
1.25
1.32
0.88
0.95
1.41
1.49
1.04
1.13
1.20
1.51
1.59
1.67
Dimensions
v1
v2
cm
cm
2.04 1.51
2.02 1.52
2.61 1.77
2.57 1.80
3.09 2.23
3.07 2.26
3.05 2.27
3.90 2.67
3.83 2.72
4.08 3.01
4.06 3.02
4.04 3.03
5.14 3.73
5.10 3.77
5.06 3.80
5.21 3.53
5.15 3.57
6.14 4.50
6.11 4.54
6.50 4.39
6.48 4.44
6.43 4.49
6.83 4.91
6.78 4.94
6.74 4.97
u1
cm
0.86
0.91
0.79
0.83
1.21
1.27
1.32
1.20
1.28
1.68
1.72
1.77
2.03
2.13
2.22
1.55
1.65
2.46
2.56
1.91
2.00
2.08
2.66
2.76
2.85
u2
cm
1.04
1.03
1.19
1.18
1.59
1.58
1.58
1.77
1.73
2.09
2.08
2.07
2.64
2.63
2.62
2.42
2.38
3.16
3.15
2.98
2.95
2.91
3.48
3.46
3.45
tan A
0.431
0.423
0.259
0.252
0.436
0.433
0.430
0.256
0.248
0.437
0.437
0.422
0.437
0.433
0.427
0.259
0.253
0.442
0.497
0.263
0.258
0.252
0.419
0.415
0.410
Y
Axis X-X
Sx
rx
4
3
cm
cm
cm
1.25 0.62 0.94
1.59 0.81 0.93
2.79 1.08 1.27
3.59 1.42 1.26
4.47 1.46 1.43
5.78 1.91 1.42
6.99 2.95 1.41
15.6 4.04 1.90
20.7 5.50 1.88
17.2 4.25 1.89
20.1 5.03 1.88
23.0 5.79 1.87
34.4 6.74 2.39
46.4 9.24 2.36
57.4 11.6 2.34
44.9
8.7 2.55
57.6 11.4 2.53
71.7 11.7 2.87
92.5 15.4 2.85
89.7 13.8 3.20
116 18.0 3.18
141 22.2 3.16
113 16.6 3.17
141 21.0 3.15
167 25.3 3.13
Ix
5
Axis Y-Y
Sy
ry
4
3
cm
cm
cm
0.44 0.29 0.56
0.55 0.38 0.55
0.47 0.30 0.52
0.60 0.39 0.52
1.60 0.70 0.86
2.05 0.91 0.85
2.47 1.11 0.84
2.60 1.12 0.78
3.41 1.52 0.76
6.11 2.02 1.13
7.12 2.38 1.12
8.07 2.74 1.11
12.3 3.21 1.43
16.5 4.39 1.41
20.2 5.49 1.39
7.6 2.44 1.05
9.7 3.18 1.04
25.8 5.61 1.72
33.0 7.31 1.70
15.3 3.86 1.32
19.5 5.04 1.31
23.4 6.17 1.29
37.6 7.54 1.84
46.7 9.52 1.82
55.1 11.4 1.80
Iy
Axis u-u
Iu
ru
4
cm
cm
1.43 1.00
1.81 0.99
2.96 1.31
3.79 1.30
5.15 1.53
6.65 1.52
8.02 1.51
16.5 1.96
21.8 1.93
19.8 2.03
23.1 2.02
26.3 2.00
39.6 2.56
53.3 2.53
65.7 2.50
47.6 2.63
60.9 2.60
82.8 3.09
107 3.06
95.2 3.30
123 3.28
149 3.25
128 3.39
160 3.36
190 3.34
Axis v-v
Iv
rv
4
cm
cm
0.25 0.42
0.33 0.42
0.30 0.42
0.39 0.42
0.93 0.65
1.18 0.64
1.44 0.64
1.69 0.63
2.28 0.62
3.50 0.86
4.12 0.85
4.73 0.85
7.10 1.08
9.56 1.07
11.9 1.07
4.90 0.84
6.41 0.84
14.6 1.30
19.0 1.29
9.78 1.06
12.6 1.05
15.5 1.04
21.6 1.39
27.2 1.39
32.6 1.38
w1
mm
Details
w2
dmax
mm mm
N.A.
22
22
25
25
25
35
35
35
35
35
40
40
40
45
45
50
50
55
55
55
55
55
55
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
M10
M10
M12
M12
M12
M16
M16
M16
M16
M16
M20
M20
M20
M22
M22
M24
M24
M24
M24
M24
M24
M24
M24
Surface Area
Um
Ut
-2
2
\
x10 m /m
9.68
9.68
11.68
11.68
14.64
14.64
14.64
17.50
17.50
19.50
19.50
19.50
24.44
24.44
24.44
23.40
23.40
29.40
29.40
29.20
29.20
29.20
32.10
32.10
32.10
2
m /t
87.20
66.70
86.50
66.00
85.00
65.06
52.80
51.90
38.10
51.80
37.90
37.93
51.50
37.54
29.70
43.20
33.10
43.10
32.80
42.60
32.80
26.30
36.60
28.90
24.00
M.Korashy
V
U
d
V1
Y
u2
ey
a
s
W1
W2
X
ex
S
X
V2
UNEQUAL ANGLES
a
A
U
b
u1
b
V
a
mm
Size
b
mm
120
80
130
65
130
90
150
75
150
100
160
80
180
90
200
100
s
mm
8
10
12
14
8
10
12
10
12
9
11
10
12
14
10
12
14
10
12
14
10
12
14
16
Weight
Area
kg/m`
12.20
15.00
17.80
20.50
11.90
14.60
17.30
16.60
19.70
15.30
18.60
19.00
22.60
26.10
18.20
21.60
25.00
20.60
24.50
28.30
23.00
27.30
31.60
35.90
cm
15.50
19.10
22.70
26.20
15.10
18.60
22.10
21.20
25.10
19.50
23.60
24.20
28.70
33.20
23.20
27.50
31.80
26.20
31.20
36.10
29.20
34.80
40.30
45.70
2
ex
cm
3.83
3.92
4.00
4.08
4.56
4.65
4.74
4.15
4.84
5.28
5.37
4.80
4.89
4.97
5.63
5.72
5.81
6.28
6.37
6.46
6.93
7.03
7.12
7.20
ey
cm
1.87
1.95
2.03
2.10
1.37
1.45
1.53
2.18
2.26
1.57
1.65
2.34
2.42
2.50
1.69
1.77
1.85
1.85
1.93
2.01
2.01
2.10
2.18
2.26
Dimensions
v1
v2
cm
cm
8.23 5.99
8.18 6.03
8.14 6.06
8.10 6.08
8.50 5.71
8.43 5.76
8.37 5.81
8.92 6.69
8.88 6.72
9.79 6.62
9.73 6.66
10.30 7.50
10.20 7.53
10.20 7.56
10.50 7.06
10.40 7.10
10.30 7.16
11.80 7.89
11.70 7.95
11.70 8.01
13.20 8.76
13.10 8.82
13.00 8.88
12.90 8.93
u1
cm
3.27
3.37
3.46
3.55
2.49
2.58
2.66
3.75
3.85
2.90
2.97
4.10
4.19
4.28
3.07
3.15
3.23
3.38
3.48
3.57
3.75
3.84
3.93
4.02
u2
cm
4.20
4.19
4.18
4.17
3.86
3.82
3.80
4.62
4.60
4.46
4.44
5.25
5.24
5.23
4.76
4.75
4.72
5.42
5.38
5.34
5.98
5.95
5.92
5.88
tan A
0.441
0.438
0.433
0.429
0.263
0.259
0.255
0.472
0.463
0.265
0.261
0.442
0.439
0.435
0.263
0.259
0.256
0.262
0.261
0.259
0.266
0.264
0.262
0.259
Y
Axis X-X
Axis Y-Y
Sx
rx
Iy
Sy
ry
4
3
4
3
cm
cm
cm
cm
cm
cm
226 27.6 3.82 80.8 13.2 2.29
276 34.1 3.80 98.1 16.2 2.27
323 40.4 3.77 114 19.1 2.25
368 46.4 3.75 130 22.0 2.23
263 31.1 4.17 44.8
8.7 1.72
321 38.4 4.15 54.2 10.7 1.71
376 45.5 4.12 63.0 12.7 1.69
358 40.5 4.11 141 20.6 2.58
420 48.0 4.09 165.0 24.4 2.56
455 46.8 4.83 78.3 13.2 2.00
545 56.6 4.80 93.0 15.9 1.98
552 54.1 4.78 198 25.8 2.86
650 64.2 4.76 232 30.6 2.84
744 74.1 4.73 264 35.2 2.82
611 58.9 5.14 104 16.5 2.12
720 70.0 5.11 122 19.6 2.10
823 80.7 5.09 139 22.5 2.09
880 75.1 5.80 151 21.1 2.40
1040 89.3 5.77 177 25.1 2.38
1190 103 5.75 202 28.9 2.37
1220 93.2 6.46 210 26.3 2.68
1440 111 6.43 247 31.3 2.67
1650 128 6.41 282 36.1 2.65
1860 145 6.38 316 40.8 2.63
Ix
6
Axis u-u
Iu
ru
4
cm
cm
261 4.10
318 4.07
371 4.04
421 4.01
280 4.31
340 4.27
397 4.24
420 4.46
492 4.43
484 4.98
578 4.95
637 5.13
749 5.10
856 5.07
648 5.29
763 5.26
871 5.23
934 5.97
1100 5.94
1260 5.92
1300 6.66
1530 6.63
1760 6.60
1970 6.57
Axis v-v
Iv
rv
4
cm
cm
45.8 1.72
56.1 1.71
66.1 1.71
75.8 1.70
28.6 1.38
35.0 1.37
41.2 1.37
78.5 1.93
92.6 1.92
50.0 1.60
59.8 1.59
112 2.15
133 2.15
152 2.14
67.0 1.70
78.9 1.69
90.5 1.69
97.4 1.93
114 1.92
131 1.91
133 2.14
158 2.13
181 2.13
204 2.11
w1
mm
45
45
45
45
50
50
50
50
50
60
60
60
60
60
60
60
60
65
65
65
65
65
65
65
Details
w2
mm
85
85
85
85
90
90
90
90
90
110
110
110
110
110
120
120
120
135
135
135
150
150
150
150
dmax
mm
M20
M20
M20
M20
M20
M20
M20
M20
M20
M24
M24
M24
M24
M24
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
Surface Area
Um
Ut
-2
2
\
x10 m /m
39.10
39.10
39.10
39.10
38.10
38.10
38.10
42.97
42.97
44.10
44.10
48.90
48.90
48.90
46.90
46.90
46.90
52.80
52.80
52.80
58.70
58.70
58.70
58.70
2
m /t
32.00
26.10
22.00
19.07
32.00
26.10
22.00
25.88
21.81
28.80
23.00
25.70
21.60
18.70
25.70
21.70
18.70
25.63
21.55
18.65
25.50
21.50
18.60
16.35
M.Korashy
W
Y
b
xm
s
Weight
Area
Aweb
2
2
h
kg/m`
mm
cm
cm
1.74
2.21
0.84
30
30x15
4.27
5.44
0.80
30
30
2.87
3.66
1.45
40
40x20
4.87
6.21
1.30
40
40
3.86
4.92
1.90
50
50x25
5.59
7.12
1.80
50
50
5.07
6.46
2.88
60
60
7.09
9.03
2.75
65
65
6.73
8.57
3.42
70
70
8.64
11.00 3.84
80
80
10.60 13.50 4.98
100
100
13.40 17.00 7.14
120
120
16.00 20.40 8.40
140
140
18.80 24.00 10.43 160
160
22.00 28.00 12.64 180
180
25.30 32.20 15.05 200
200
29.40 37.40 17.55 220
220
33.20 42.30 20.33 240
240
37.90 48.30 23.20 260
260
41.80 53.30 25.00 280
280
46.20 58.80 26.80 300
300
59.50 75.80 39.90 320
320
60.60 77.30 44.52 350
350
63.10 80.40 46.98 380
380
71.80 91.50 50.96 400
400
N.A.=not available for this channel size
s
t
t
Y
Sec.
No.
X
c
Shear Center
h
X
h
CHANNEL
(U.P.N.)
h-2c
ey
d
c
r1
Dimensions
b
mm
15
33
20
35
25
38
30
42
40
45
50
55
60
65
70
75
80
85
90
95
100
100
100
102
110
s
mm
4.0
5.0
5.0
5.0
5.0
5.0
6.0
5.5
6.0
6.0
6.0
7.0
7.0
7.5
8.0
8.5
9.0
9.5
10.0
10.0
10.0
14.0
14.0
13.5
14.0
t=r1
mm
4.5
7.0
5.5
7.0
6.0
7.0
6.0
7.5
6.5
8.0
8.5
9.0
10.0
10.5
11.0
11.5
12.5
13.0
14.0
15.0
16.0
17.5
16.0
16.0
18.0
c
mm
9.0
14.5
11.0
14.5
12.5
15.0
12.5
16.0
16.0
17.0
18.0
19.0
21.0
22.5
23.5
24.5
26.5
28.0
30.0
32.0
34.0
37.0
34.0
33.5
38.0
b
Axis X-X
h-2c
mm
12
1
18
11
25
20
35
33
38
47
64
82
97
116
133
151
166
185
201
213
232
247
283
313
325
ey
cm
0.52
1.31
0.67
1.33
0.81
1.37
0.91
1.42
1.42
1.45
1.55
1.60
1.75
1.84
1.92
2.01
2.14
2.23
2.36
2.53
2.70
2.60
2.40
2.38
2.65
Xm
cm
0.74
2.22
1.01
2.32
1.34
2.47
1.50
2.60
2.20
2.67
2.93
3.03
3.37
3.56
3.75
3.94
4.20
4.39
4.66
5.02
5.41
4.82
4.45
4.58
5.11
7
Ix
Sx
4
cm
2.53
6.39
7.58
14.1
16.6
26.4
31.6
57.5
61.1
106
206
364
605
925
1350
1910
2690
3600
4820
6280
8030
10870
12840
15760
20350
Axis Y-Y
rx
3
cm
1.69
4.26
3.79
7.05
6.73
10.6
10.5
17.7
17.5
26.5
41.2
60.7
86.4
116
150
191
245
300
371
448
535
679
734
829
1020
cm
1.07
1.08
1.44
1.50
1.85
1.92
2.21
2.52
2.67
3.10
3.91
4.62
5.45
6.21
6.95
7.70
8.48
9.22
9.99
10.90
11.70
12.10
12.90
14.00
14.90
Iy
Sy
4
cm
0.38
5.33
1.14
6.68
2.49
9.12
4.51
14.1
11.4
19.4
29.3
43.2
62.7
85.3
114
148
197
248
317
399
495
597
570
615
846
Details
ry
3
cm
0.39
2.68
0.86
3.08
1.48
3.75
2.16
5.07
4.10
6.36
8.49
11.1
14.8
18.3
22.4
27.0
33.6
39.6
47.7
57.2
67.8
80.6
75.0
78.7
102
cm
0.42
0.99
0.56
1.04
0.71
1.13
0.84
1.25
1.15
1.33
1.47
1.59
1.75
1.89
2.02
2.14
2.30
2.42
2.56
2.74
2.90
2.81
2.72
2.77
3.04
W
mm
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
22
22
25
30
30
35
35
40
40
45
45
50
50
55
58
58
60
60
dmax
mm
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
M10
M10
M12
M12
M16
M16
M20
M20
M20
M20
M24
M24
M24
M27
M27
M27
M27
M27
Surface Area
Um
-2
Ut
2
x10 m /m
7.14
17.40
13.71
19.47
17.52
22.40
21.32
27.30
26.67
31.20
37.20
43.40
48.90
54.60
61.10
66.10
71.80
77.50
83.40
89.00
95.00
98.20
105.00
111.00
118.00
\
m 2/t
41.00
40.74
47.77
40.00
45.40
40.06
42.06
38.50
39.64
36.10
35.10
32.40
30.60
29.00
37.80
26.10
24.40
23.30
22.00
21.00
20.60
16.50
17.30
17.70
16.50
M.Korashy
Y
w
b
c
d
h
STANDARD I - BEAMS
( I.P.N. )
h-2c
r1
X
s
X
c
t
Y
Sec.
No.
Weight
Area
Aweb
kg/m`
cm2
cm2
80
5.94
7.57
2.66
100
8.34
10.60
3.89
120
11.10 14.20
5.33
140
14.30 18.20
7.00
160
17.90 22.80
8.88
180
21.90 27.90 10.98
200
26.20 33.40 13.31
220
31.10 39.50 15.84
240
36.20 46.10 18.60
260
41.90 53.30 21.79
280
47.90 61.00 25.21
300
54.20 69.00 28.90
320
61.00 77.70 32.82
340
68.00 86.70 37.01
360
76.10 97.00 41.73
380
84.00 107.00 46.44
400
92.40 118.00 51.38
425
104.00 132.00 57.99
450
115.00 147.00 65.03
475
128.00 163.00 72.47
500
141.00 179.00 80.28
550
166.00 212.00 93.10
600
199.00 254.00 115.60
N.A.=not available for this IPN size
h
mm
80
100
120
140
160
180
200
220
240
260
280
300
320
340
360
380
400
425
450
475
500
550
600
b
mm
42
50
58
66
74
82
90
98
106
113
119
125
131
137
143
149
s
163
170
178
185
200
215
Dimensions
s =r1
t
mm
mm
3.9
5.9
4.5
6.8
5.1
7.7
5.7
8.6
6.3
9.5
6.9
10.4
7.5
11.3
8.1
12.2
8.7
13.1
9.4
14.1
10.1
15.2
10.8
16.2
11.5
17.3
12.2
18.3
13
19.5
13.7
20.5
14.4
21.6
15.3
23
16.2
24.3
17.1
25.6
18
27
19
30
21.6
32.4
c
mm
10.5
12.5
14
15.5
17.5
19
20.5
22
24
26
27.5
29.5
31
33
35
37
38.5
41
43.5
45.5
48
52.5
57.5
Ix
h-2c
mm
59
75
92
109
125
142
159
176
192
208
225
241
258
274
290
306
323
343
363
384
404
445
485
Axis X-X
Sx
cm4
77.8
171
328
573
935
1450
2140
3060
4250
5740
7590
9800
12510
15700
19610
24010
29210
36970
45850
56480
68740
99180
139000
8
cm3
19.5
34.2
54.7
81.9
117
161
214
278
354
442
542
653
782
923
1090
1260
1460
1740
2040
2380
2750
3610
4630
rx
cm
3.20
4.01
4.81
5.61
6.40
7.20
8.00
8.80
9.59
10.40
11.10
11.90
12.70
13.50
14.20
15.00
15.70
16.70
17.70
18.60
19.60
21.60
23.40
Iy
Axis Y-Y
Sy
cm4
6.29
12.2
21.5
35.2
54.7
81.3
117
162
221
288
364
451
555
674
818
975
1160
1440
1730
2090
2480
3490
4670
cm3
3.00
4.88
7.41
10.7
14.8
19.8
26.0
33.1
41.7
51.0
61.2
72.2
84.7
98.4
114
131
149
176
203
235
268
349
434
ry
cm
0.91
1.07
1.23
1.40
1.55
1.71
1.87
2.02
2.20
2.32
2.45
2.56
2.67
2.80
2.90
3.02
3.13
3.30
3.43
3.60
3.72
4.02
4.30
Details
dmax
w
mm
mm
N.A.
N.A.
N.A.
34
M10
40
M10
44
M12
48
M12
52
M12
56
M16
60
M16
60
M16
64
M20
70
M20
74
M20
76
M20
82
M20
86
M20
88
M20
94
M24
100
M24
100
M27
110
M27
120
M27
Surface Area
Um
Ut
x10-2 m2/m\
30.40
37.00
43.90
50.20
57.50
64.00
70.90
77.50
84.40
90.60
96.60
103.00
109.00
115.00
121.00
127.00
133.00
144.40
148.00
155.10
163.00
177.30
191.90
m2/t
51.20
44.40
39.50
35.10
32.10
29.20
27.00
24.90
23.30
21.60
20.10
19.00
17.90
16.90
15.90
15.10
14.40
13.50
12.90
12.11
11.50
10.68
9.64
M.Korashy
Y
W
c
b
d
s
X
c
X
h
I.P.E.
h-2c
r1
t
Y
Sec.
No.
Weight
Area
Aweb
2
kg/m`
cm2
cm
80
6.00
7.64
2.64
100
8.10
10.30
3.63
120
10.40
13.20
4.73
140
12.90
16.40
5.93
160
15.80
20.10
7.26
180
18.80
23.90
8.69
200
22.40
28.50
10.25
220
26.20
33.40
11.89
240
30.70
39.10
13.66
270
36.10
45.90
16.47
300
42.20
53.80
19.78
330
49.10
62.60
23.03
360
57.10
72.70
26.77
400
66.30
84.50
32.08
450
77.60
98.80
39.56
500
90.70 116.00 47.74
550
106.00 134.00 57.23
600
122.00 156.00 67.44
N.A.=not available for this IPE size
h
mm
80
100
120
140
160
180
200
220
240
270
300
330
360
400
450
500
550
600
b
mm
46
55
64
73
82
91
100
110
120
135
150
160
170
180
190
200
210
220
Dimensions
r1
s
t
mm
mm
mm
3.8
5.2
5
4.1
5.7
7
4.4
6.3
7
4.7
6.9
7
5.0
7.4
9
5.3
8.0
9
5.6
8.5
12
5.9
9.2
12
6.2
9.8
15
6.6
10.2
15
7.1
10.7
15
7.5
11.5
18
8.0
12.7
18
8.6
13.5
21
9.4
14.6
21
10.2
16.0
21
11.1
17.2
24
12.0
19.0
24
c
mm
10.2
12.7
13.3
13.9
16.4
17.0
20.5
21.2
24.8
25.2
25.7
29.5
30.7
34.5
35.6
37.0
41.2
43.0
h-2c
mm
59.6
74.6
93.4
112.2
127.2
146.0
159.0
177.6
190.4
219.6
248.6
271.0
298.6
331.0
378.8
426.0
467.6
514.0
9
Axis X-X
Sx
Ix
4
cm
80.1
171
318
541
869
1320
1940
2770
3890
5790
8360
11770
16270
23130
33740
48200
67120
92080
cm3
20.0
34.2
53.0
77.3
109
146
194
252
324
429
557
713
904
1160
1500
1930
2440
3070
rx
cm
3.24
4.07
4.90
5.74
6.58
7.42
8.26
9.11
9.97
11.20
12.50
13.70
15.00
16.50
18.50
20.40
22.30
24.30
Axis Y-Y
Sy
Iy
4
cm
8.49
15.9
27.7
44.9
68.3
101
142
205
284
420
604
788
1040
1320
1680
2140
2670
3390
cm3
3.69
5.79
8.65
12.3
16.7
22.2
28.5
37.3
47.3
62.2
80.5
98.5
123
146
176
214
254
308
ry
cm
1.05
1.24
1.45
1.65
1.84
2.05
2.24
2.48
2.69
3.02
3.35
3.55
3.79
3.95
4.12
4.31
4.45
4.66
Details
dmax
w
mm
mm
N.A.
N.A.
N.A.
N.A.
36
M10
38
M10
44
M12
50
M12
56
M12
60
M16
68
M16
72
M20
80
M20
86
M24
90
M24
96
M27
106
M27
110
M27
120
M27
120
M27
Surface Area
Um
Ut
-2
2
x10 m /m
32.80
40.00
47.50
55.10
62.30
69.80
76.80
84.80
92.20
104.00
116.00
125.00
135.00
147.00
161.00
174.00
188.00
202.00
\
m2/t
54.80
49.50
45.60
42.60
39.40
37.10
34.30
32.40
30.00
28.80
27.50
25.50
23.60
22.20
20.70
19.20
17.70
16.60
M.Korashy
Y
w1
w1
d
h
h-2c
r1
BROAD FLANGE I - BEAMS
( H.E.A. )
w
c
b
c
s
t
Y
Sec.
No.
Weight
Area
Aweb
h
2
2
kg/m`
mm
cm
cm
16.7
21.2
4.00
96
100
19.9
25.3
4.90
114
120
24.7
31.4
6.38
133
140
30.4
38.8
8.04
152
160
35.5
45.3
9.12
171
180
42.3
53.8
11.05 190
200
50.5
64.3
13.16 210
220
60.3
76.8
15.45 230
240
68.2
86.8
16.88 250
260
76.4
97.3
19.52 270
280
88.3
113
22.27 290
300
97.6
124
25.11 310
320
105
133
28.22 330
340
112
143
31.50 350
360
125
159
38.72 390
400
140
178
45.77 440
450
155
198
53.28 490
500
166
212
61.50 540
550
178
226
70.20 590
600
190
242
79.38 640
650
204
260
92.22 690
700
224
286 110.10 790
800
252
321 132.80 890
900
272
347 153.12 990
1000
N.A. =not available for this HEA size
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Dimensions
r1
s
t
mm mm mm
5.0
8.0
12
5.0
8.0
12
5.5
8.5
12
6.0
9.0
15
6.0
9.5
15
6.5
10.0
18
7.0
11.0
18
7.5
12.0
21
7.5
12.5
24
8.0
13.0
24
8.5
14.0
27
9.0
15.5
27
9.5
16.5
27
10.0 17.5
27
11.0 19.0
27
11.5 21.0
27
12.0 23.0
27
12.5 24.0
27
13.0 25.0
27
13.5 26.0
27
14.5 27.0
27
15.0 28.0
30
16.0 30.0
30
16.5 31.0
30
c
mm
20
20
21
24
25
28
29
33
37
37
41
43
44
45
46
48
50
51
52
53
54
58
60
61
h-2c
mm
56
74
91
104
121
134
152
164
176
196
208
224
242
260
298
344
390
438
486
534
582
674
770
868
Ix
Axis X-X
Sx
cm4
349
606
1030
1670
2510
3690
5410
7760
10450
13670
18260
22930
27690
33090
45070
63720
86970
111900
141200
175200
215300
303400
422100
553800
10
cm3
73
106
155
220
294
389
515
675
836
1010
1260
1480
1680
1890
2310
2900
3550
4150
4790
5470
6240
7680
9480
11190
rx
cm
4.06
4.89
5.73
6.57
7.45
8.28
9.17
10.10
11.00
11.90
12.70
13.60
14.40
15.20
16.80
18.90
21.00
23.00
25.00
26.90
28.80
32.60
36.30
40.00
Iy
Axis Y-Y
Sy
cm4
134
231
389
616
925
1340
1950
2770
3670
4760
6310
6990
7440
7890
8560
9470
10370
10820
11270
11720
12180
12640
13550
14000
cm3
26.8
38.5
55.6
76.9
103
134
178
231
282
340
421
466
496
526
571
631
691
721
751
782
812
843
903
934
ry
cm
2.51
3.02
3.52
3.98
4.52
4.98
5.51
6.00
6.50
7.00
7.49
7.49
7.46
7.43
7.34
7.29
7.24
7.15
7.05
6.97
6.84
6.65
6.50
6.35
w
mm
56
66
76
86
100
110
120
90
95
110
120
120
120
120
120
120
120
120
120
120
120
120
120
120
Details
w1
mm
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
40
40
40
50
50
50
50
50
50
50
50
50
50
50
50
50
50
dmax
mm
M12
M16
M20
M20
M24
M24
M24
M24
M24
M24
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
M27
Surface Area
Um
Ut
x10-2 m2/m\
56.10
67.70
79.40
90.60
102.00
114.00
126.00
137.00
148.00
160.00
172.00
176.00
179.00
183.00
191.00
201.00
211.00
221.00
231.00
241.00
250.00
270.00
290.00
310.00
m2/t
33.60
34.00
32.10
29.80
28.70
26.90
24.90
22.70
21.70
21.00
19.50
18.00
17.10
16.40
15.30
14.40
13.60
13.30
13.00
12.70
12.30
12.00
11.50
11.40
M.Korashy
Y
b
r1
w1
h-2c
d
h
BROAD FLANGE I - BEAMS
( H.E.B. )
w
c
w1
c
s
t
Y
Sec.
No.
Weight Area
Aweb
h
kg/m` cm2 cm2 mm
100
20.4
26.0 4.80 100
120
26.7
34.0 6.37 120
140
33.7
43.0 8.12 140
160
42.6
54.3 10.72 160
180
51.2
65.3 12.92 180
200
61.3
78.1 15.30 200
220
71.5
91.0 17.86 220
240
83.2
106 20.60 240
260
93.0
118 22.50 260
280
103
131 25.62 280
300
117
149 28.82 300
320
127
161 32.09 320
340
134
171 35.64 340
360
142
181 39.38 360
400
155
198 47.52 400
450
171
218 55.72 450
500
187
239 64.38 500
550
199
254 73.80 550
600
212
270 83.70 600
650
225
286 94.08 650
700
241
306 108.1 700
800
262
334 128.5 800
900
291
371 153.6 900
1000
314
400 176.3 1000
N.A.=not available for this HEB size
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
300
300
300
300
300
300
300
300
300
300
300
300
Dimensions
r1
s
t
mm mm mm
6.0 10.0
12
6.5 11.0
12
7.0 12.0
12
8.0 13.0
15
8.5 14.0
15
9.0 15.0
18
9.5 16.0
18
10.0 17.0
21
10.0 17.5
24
10.5 18.0
24
11.0 19.0
27
11.5 20.5
27
12.0 21.5
27
12.5 22.5
27
13.5 24.0
27
14.0 26.0
27
14.5 28.0
27
15.0 29.0
27
15.5 30.0
27
16.0 31.0
27
17.0 32.0
27
17.5 33.0
30
18.5 35.0
30
19.0 36.0
30
c
mm
22.0
23.0
24.0
28.0
29.0
33.0
34.0
38.0
41.5
42.0
46.0
47.5
48.5
49.5
51.0
53.0
55.0
56.0
57.0
58.0
59.0
63.0
65.0
66.0
h-2c
mm
56
74
92
104
122
134
152
164
177
196
208
225
243
261
298
344
390
438
486
534
582
674
770
868
Axis X-X
Sx
Ix
4
cm
450
864
1510
2490
3830
5700
8090
11260
14920
19270
25170
30820
36660
43190
57680
79890
107200
136700
171000
210600
256900
359100
494100
644700
11
3
cm
89.9
144
216
311
426
570
736
938
1150
1380
1680
1930
2160
2400
2880
3550
4290
4970
5700
6480
7340
9890
10980
12890
rx
cm
4.16
5.04
5.93
6.78
7.66
8.54
9.43
10.30
11.20
12.10
13.00
13.80
14.60
15.50
17.10
19.10
21.20
23.20
25.20
27.10
29.00
32.80
36.50
40.10
Axis Y-Y
Sy
Iy
4
cm
167
318
550
889
1360
2000
2840
3920
5130
6590
8560
9240
9690
10140
10820
11720
12620
13080
13530
13980
14440
14900
15820
16280
3
cm
33.5
52.9
78.5
111
151
200
258
327
395
471
571
616
646
676
721
781
842
872
902
932
963
994
1050
1090
ry
cm
2.53
3.06
3.58
4.05
4.57
5.07
5.59
6.08
6.58
7.09
7.58
7.57
7.53
7.49
7.40
7.33
7.27
7.17
7.08
6.99
6.87
6.68
6.53
6.38
w
mm
56
66
76
86
100
110
120
90
95
110
120
120
120
120
120
120
120
120
120
120
120
120
120
120
Details
w1
mm
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
40
40
40
50
50
50
50
50
50
50
50
50
50
50
50
50
50
dmax
mm
M12
M16
M20
M20
M24
M24
M24
M20
M20
M20
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
Surface Area
Um
Ut
x10-2 m2/m\
56.70
68.60
80.50
91.80
104.00
115.00
127.00
138.00
150.00
162.00
173.00
177.00
181.00
185.00
193.00
203.00
212.00
222.00
232.00
242.00
252.00
271.00
291.00
311.00
m2/t
27.80
25.70
23.80
21.50
20.30
18.80
17.80
16.60
16.10
15.70
14.80
13.90
13.50
13.00
12.40
11.90
11.30
12.20
11.00
10.80
10.50
10.40
10.00
9.90
M.Korashy
Y
w1
w
c
b
d
h-2c
r1
h
BROAD FLANGE I - BEAMS
( H.E.M. )
X
s
w1
X
c
t
Y
Sec.
No.
Weight
Area
Aweb
h
2
2
kg/m`
mm
cm
cm
100
41.8
53.2
9.60
120
120
52.1
66.4
12.25 140
140
63.2
80.6
15.08 160
160
76.2
97.1
18.76 180
180
88.9
113
22.04 200
200
103
131
25.50 220
220
117
149
29.14 240
240
157
200
37.08 270
260
172
220
40.50 290
280
189
240
22.76 310
300
238
303
55.02 340
320
245
312
58.59 359
340
248
316
62.37 377
360
250
319
66.15 395
400
256
326
73.92 432
450
263
335
83.58 478
500
270
344
93.24 524
550
278
354 103.32 572
600
285
364 113.40 620
650
293
374 123.48 668
700
301
383 133.56 716
800
317
404 154.14 814
900
333
424 174.30 910
1000
349
444 194.88 1008
N.A.=not available for this HEM size
b
mm
106
126
146
166
186
206
226
248
268
288
310
309
309
308
307
307
306
306
305
305
304
303
302
302
Dimensions
r1
s
t
mm mm mm
12
20
12
12.5
21
12
13
22
12
14
23
15
14.5
24
15
15
25
18
15.5
26
18
18
32
21
18
32.5
24
18.5
33
24
21
39
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
27
21
40
30
21
40
30
21
40
30
c
mm
32
33
34
38
39
43
44
53
57
66
67
67
67
67
67
67
67
67
67
67
67
70
70
70
h-2c
mm
56
74
92
104
122
134
152
164
176
196
208
225
243
261
298
344
390
438
486
534
582
674
770
868
Ix
Axis X-X
Sx
cm4
1140
2020
3290
5100
7480
10640
14600
24290
31310
39550
59200
68130
76370
84870
104100
131500
161900
198000
237400
281700
329300
442600
570400
722300
12
cm3
190
288
411
566
748
967
1220
1800
2160
2550
3480
3800
4050
4300
4820
5500
6180
6920
7660
8430
9200
10870
12540
14330
rx
cm
4.63
5.51
6.39
7.25
8.13
9.00
9.89
11.00
11.90
12.80
14.00
14.80
15.60
16.30
17.90
19.80
21.70
23.60
25.60
27.50
29.30
33.10
36.70
40.30
Iy
Axis Y-Y
Sy
cm4
400
700
1140
1760
2580
3650
5010
8150
10450
13160
19400
19710
19710
19520
19340
19340
19150
19150
18980
18980
18800
18630
18450
18450
cm3
75.3
112
157
212
277
354
444
657
780
914
1250
1280
1280
1270
1260
1260
1250
1250
1240
1240
1240
1230
1220
1220
ry
cm
2.74
3.25
3.77
4.26
4.77
5.27
5.79
6.39
6.90
7.40
8.00
7.95
7.90
7.83
7.70
7.59
7.46
7.35
7.22
7.13
7.01
6.79
6.60
6.45
w
mm
60
68
76
86
100
110
120
100
110
116
120
126
126
126
126
126
130
130
130
130
130
132
132
132
Details
w1
mm
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
N.A.
40
40
40
50
50
50
50
50
50
50
50
50
50
50
50
50
50
dmax
mm
M12
M16
M20
M20
M24
M24
M24
M20
M20
M20
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
M24
Surface Area
Um
Ut
x10-2 m2/m\
61.90
73.80
85.70
97.00
109.00
120.00
132.00
146.00
157.00
169.00
183.00
187.00
190.00
193.00
200.00
210.00
218.00
228.00
237.00
247.00
256.00
275.00
293.00
313.00
m2/t
14.80
14.20
13.60
12.70
12.30
11.70
11.30
9.30
9.13
8.94
7.70
7.63
7.67
7.77
7.81
7.97
8.07
8.20
8.32
8.42
8.50
8.66
8.80
8.97
M.Korashy
Y
b
x
x
ex
h
T - SECTION
Half I.P.E.
Y
1/2 IPE
No.
80
100
120
140
160
180
200
220
240
270
300
330
360
400
450
500
550
600
Weight
\
kg/m
3.00
4.05
5.20
6.45
7.89
9.40
11.20
13.10
15.40
18.00
21.10
24.60
28.50
33.20
38.80
45.30
52.80
61.20
Area
2
cm
3.82
5.15
6.62
8.21
10.10
12.00
14.20
16.70
19.60
23.00
26.90
31.30
36.40
42.20
49.40
57.80
67.20
78.00
Aweb
2
cm
1.32
1.82
2.36
2.97
3.63
4.35
5.12
5.95
6.83
8.24
9.89
11.51
13.38
16.04
19.78
23.87
28.62
33.72
Dimensions
h
mm
40
50
60
70
80
90
100
110
120
135
450
165
180
200
225
250
275
300
b
mm
46
55
64
73
82
91
100
110
120
135
150
160
170
180
190
200
210
220
Sxb
Ix
4
cm
4.80
10.3
19.3
33.2
52.9
80.3
117
165
227
346
509
717
992
1450
2220
3260
4670
6500
Axis X-X
Sxt
3
3
cm
1.58
2.70
4.20
6.14
8.57
11.5
15.1
19.3
24.3
32.8
43.6
55.8
70.8
93.7
129
172
225
288
cm
5.00
8.66
13.79
20.49
28.75
39.17
52.00
67.35
86.31
116.50
153.31
196.44
255.01
320.80
420.45
542.43
689.81
868.98
13
rx
ex
cm
1.12
1.41
1.71
2.01
2.29
2.59
2.87
3.15
3.41
3.88
4.35
4.78
5.22
5.86
6.70
7.52
8.33
9.13
cm
3.04
3.81
4.60
5.38
6.16
6.95
7.75
8.55
9.37
10.53
41.68
12.85
14.11
15.48
17.22
18.99
20.73
22.52
Axis Y-Y
Sy
Iy
4
cm
4.24
7.95
13.80
22.40
34.10
50.40
71.20
100.2
142.0
210.0
302.0
394.0
521.0
659.0
838.0
1070
1330
1690
3
cm
1.84
2.89
4.32
6.15
8.34
11.1
14.2
18.6
23.7
31.1
40.3
49.3
61.3
73.4
88.4
107.0
127.0
154.0
ry
cm
1.05
1.24
1.45
1.65
1.84
2.05
2.24
2.48
2.69
3.02
3.35
3.55
3.79
3.95
4.12
4.31
4.45
4.66
Surface Area
Um
Ut
x10-2 m2/m\
16.40
20.00
23.70
27.50
31.10
34.90
38.40
42.40
46.00
52.00
58.00
62.50
67.50
73.50
80.50
87.00
94.00
101.00
m2/m\
54.80
49.50
45.60
42.60
39.40
37.10
34.30
32.40
30.00
28.80
27.50
25.50
23.60
22.20
20.70
19.20
17.70
16.60
M.Korashy
Y
b
T - SECTIONS
Half H.E.A.
x
ex
h
x
Y
1/2 HEA
No.
100
120
140
160
180
200
220
240
260
280
300
320
340
360
400
450
500
550
600
Weight
\
kg/m
8.34
9.94
12.30
15.20
17.80
21.10
25.30
30.20
34.10
38.20
44.20
48.80
52.40
56.00
62.40
69.90
77.50
83.10
88.90
Area
2
cm
10.60
12.70
15.70
19.40
22.60
26.90
32.20
38.40
43.40
48.60
56.30
62.20
66.70
71.40
79.50
89.00
98.80
106.00
113.00
Aweb
2
cm
2.00
2.45
3.19
4.02
4.56
5.53
6.58
7.73
8.44
9.76
11.14
12.56
14.11
15.75
19.36
22.89
26.64
30.75
35.10
Dimensions
h
mm
48
57
66
76
85
95
105
115
125
135
145
155
165
175
195
220
245
270
295
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
300
300
300
300
300
300
300
Ix
Sxb
Axis X-X
Sxt
rx
ex
Iy
Axis Y-Y
Sy
ry
cm4
12.4
21.3
37.5
61.5
89.1
133
194
273
355
477
630
808
1020
1270
1890
2820
4020
5530
7400
cm3
3.16
4.52
6.79
9.72
12.4
16.6
21.9
28.8
33.5
41.7
51.2
61.7
73.5
86.7
118
156
201
253
313
cm3
13.9
21.7
33.2
48.0
65.0
87.5
116.9
150.8
185.9
231.6
285.1
335.3
386.4
442.5
557.5
715.7
891.4
1070
1261
cm
1.08
1.30
1.55
1.78
1.98
2.22
2.45
2.67
2.86
3.13
3.35
3.60
3.91
4.22
4.88
5.62
6.38
7.23
8.08
cm
3.91
4.72
5.47
6.32
7.13
7.98
8.84
9.69
10.59
11.44
12.29
13.09
13.86
14.63
16.11
18.06
19.99
21.83
23.63
cm4
67
115
194
308
462
668
975
1380
1830
2380
3150
3490
3720
3940
4280
4730
5180
5410
5630
cm3
13.4
19.2
27.8
38.5
51.4
66.8
88.8
115
141
170
210
233
248
263
285
315
345
360
375
cm
2.51
3.02
3.52
3.98
4.52
4.98
5.51
6.00
6.50
7.00
7.49
7.49
7.46
7.43
7.34
7.29
7.24
7.15
7.05
14
Surface Area
Um
Ut
x10-2 m2/m\
28.00
33.80
39.70
45.30
51.00
57.00
63.00
68.50
74.00
80.00
86.00
88.00
89.50
91.50
99.50
100.00
105.00
110.00
115.00
m2/m\
33.60
34.00
32.10
29.80
28.70
26.90
24.90
22.70
21.70
21.00
19.50
18.00
17.10
16.40
15.30
14.40
13.60
13.30
13.00
M.Korashy
Y
b
x
ex
h
T - SECTIONS
Half H.E.B.
x
Y
1/2 HEB
No.
100
120
140
160
180
200
220
240
260
280
300
320
340
360
400
450
500
550
600
Weight
\
kg/m
10.20
13.30
16.90
21.30
25.60
30.60
35.70
41.60
46.50
51.60
58.50
63.30
67.10
70.90
77.60
85.60
93.70
99.70
106.00
Area
2
cm
13.00
17.00
21.50
27.10
32.60
39.00
45.50
53.00
59.20
65.70
74.60
80.70
85.40
90.30
98.90
109.00
119.00
127.00
135.00
Aweb
2
cm
2.40
3.19
4.06
5.36
6.46
7.65
8.93
10.30
11.25
12.81
14.41
16.04
17.82
19.69
23.76
27.86
32.19
36.90
41.85
Dimensions
h
mm
50
60
70
80
90
100
110
120
130
140
150
160
170
180
200
225
250
275
300
b
mm
100
120
140
160
180
200
220
240
260
280
300
300
300
300
300
300
300
300
300
Sxb
Ix
4
cm
16.2
30.9
53.5
91.3
139
204
289
397
512
673
871
1097
1362
1671
2437
3566
5020
6834
9060
Axis X-X
Sxt
3
3
cm
4.05
6.35
9.36
14.0
18.9
24.8
31.8
40.0
47.3
57.7
69.5
82.3
96.7
113
149
195
249
311
381
cm
16.2
27.1
41.5
61.7
85.8
115.3
150.5
192.7
235.9
290.1
352.6
409.3
468.0
530.5
665.8
843.0
1041.5
1244.8
1461.3
15
rx
cm
1.12
1.35
1.58
1.83
2.07
2.29
2.52
2.74
2.94
3.20
3.42
3.69
3.99
4.30
4.96
5.72
6.49
7.33
8.19
ex
cm
4.00
4.86
5.71
6.52
7.38
8.23
9.08
9.94
10.83
11.68
12.53
13.32
14.09
14.85
16.34
18.27
20.18
22.01
23.80
Axis Y-Y
Sy
Iy
4
cm
84
159
275
444
680
1002
1422
1961
2570
3300
4280
4620
4840
5070
5410
5860
6310
6540
6760
3
cm
16.8
26.4
39.2
55.5
75.6
100
129
163
197
235
285
308
323
338
360
390
421
436
451
ry
cm
2.53
3.06
3.58
4.05
4.57
5.07
5.59
6.08
6.58
7.09
7.58
7.57
7.53
7.49
7.40
7.33
7.27
7.17
7.08
Surface Area
Um
Ut
x10-2 m2/m\
28.30
34.30
40.20
45.90
52.00
57.00
63.50
69.00
75.00
81.00
86.50
88.50
90.50
92.50
96.50
101.00
106.00
111.00
116.00
m2/m\
27.80
25.70
23.90
21.50
20.30
18.80
17.80
16.60
16.10
15.70
14.80
13.90
13.50
13.00
12.40
11.90
11.30
11.20
11.00
M.Korashy
t
PIPES
Pipe
No.
38
44.5
60
70
76
89
108
133
159
D
Weight
Area
kg/m`
2.59
3.35
3.07
4.00
4.87
4.22
5.52
6.78
4.96
6.51
8.01
9.47
5.40
7.10
8.75
10.40
8.38
10.40
12.30
14.20
12.70
15.10
17.40
19.70
16.80
18.80
21.80
24.70
19.00
22.60
26.20
29.80
36.70
cm2
3.30
4.27
3.91
5.09
6.20
5.37
7.04
8.64
6.31
8.29
10.20
12.10
6.88
9.05
11.20
13.20
10.70
13.20
15.60
18.00
16.20
19.20
22.20
25.10
20.10
23.90
27.70
31.40
24.20
28.80
33.40
38.00
46.80
Dimensions
D
t
mm
mm
38
3
38
4
44.5
3
44.5
4
44.5
5
60
3
60
4
60
5
70
3
70
4
70
5
70
6
76
3
76
4
76
5
76
6
89
4
89
5
89
6
89
7
108
5
108
6
108
7
108
8
133
5
133
6
133
7
133
8
159
5
159
6
159
7
159
8
159
10
16
I
S
r
cm4
5.00
6.26
8.46
10.5
12.3
21.9
27.7
32.9
35.5
45.3
54.2
62.3
45.9
58.5
70.6
81.4
96.7
117
135
153
215
251
285
316
412
484
552
616
718
845
967
1080
1300
cm3
2.68
3.29
3.80
4.74
5.53
7.29
9.24
11.0
10.1
13.0
15.5
17.8
12.1
15.5
18.6
21.4
21.7
26.2
30.4
34.3
39.8
46.5
52.7
58.6
62.0
72.7
82.9
92.6
90.3
106
122
136
164
cm
1.24
1.21
1.47
1.44
1.41
2.02
1.99
1.95
2.37
2.34
2.31
2.27
2.58
2.55
2.52
2.48
3.01
2.98
2.94
2.91
3.65
3.61
3.58
3.55
4.53
4.5
4.46
4.43
5.45
5.41
5.38
5.35
5.28
Surface Area
Ut
Um
x10-2 m2/m\
11.94
11.94
13.98
13.98
13.98
18.85
18.85
18.85
21.99
21.99
21.99
21.99
23.88
23.88
23.88
23.88
27.96
27.96
27.96
27.96
33.93
33.93
33.93
33.93
41.78
41.78
41.78
41.78
49.95
49.95
49.95
49.95
49.95
m2/t
46.09
35.64
45.54
34.95
28.71
44.67
34.15
27.80
44.34
33.78
27.45
23.22
44.21
33.63
27.29
22.96
33.37
26.88
22.73
19.69
26.72
22.47
19.50
17.22
24.87
22.23
19.17
16.92
26.29
22.10
19.07
16.76
13.61
M.Korashy
t
D
PIPES
Pipe
No.
194
219
245
273
325
368
419
529
Weight
Area
kg/m`
27.8
32.3
36.7
45.4
31.5
36.6
41.6
51.5
61.3
41.1
46.8
57.9
68.9
79.8
45.9
52.5
64.9
77.2
89.4
62.5
77.7
92.7
107.0
122.0
71.0
88.3
105.0
122.0
139.0
172.0
100.5
120.1
159.4
197.0
115.0
128.0
cm2
35.4
41.1
46.7
57.8
40.2
46.6
53.0
65.7
78.0
52.3
59.6
73.8
87.8
102.0
58.5
66.6
82.6
98.4
114.0
79.7
99.0
118.0
137.0
155.0
90.5
112.0
134.0
156.0
177.0
219.0
128.0
153.0
203.0
251.0
147.0
163.0
Dimensions
D
t
mm
mm
194
6
194
7
194
8
194
10
219
6
219
7
219
8
219
10
219
12
245
7
245
8
245
10
245
12
245
14
273
7
273
8
273
10
273
12
273
14
325
8
325
10
325
12
325
14
325
16
368
8
368
10
368
12
368
14
368
16
368
20
419
10
419
12
419
16
419
20
529
9
529
10
I
S
r
cm4
1570
1800
2030
2241
2280
2620
2960
3590
4190
3710
4190
5110
5980
6800
5180
5850
7150
8400
9580
10010
12290
14470
16570
18590
14660
18030
21290
24430
27460
33210
26880
31800
41190
50020
49710
54920
cm3
162
186
209
253
208
240
270
328
383
303
342
417
488
555
379
429
524
615
702
616
756
891
1020
1140
797
980
1160
1330
1490
1800
1283
1518
1970
2390
1879
2077
cm
6.65
6.62
6.59
6.53
7.53
7.50
7.46
7.40
7.32
8.42
8.37
8.32
8.25
8.17
9.40
9.37
9.30
9.24
9.17
11.20
11.10
11.10
11.00
10.90
12.70
12.70
12.60
12.50
12.50
12.30
14.50
14.40
14.30
14.10
18.40
18.40
17
Surface Area
Ut
Um
x10-2 m2/m\
60.95
60.95
60.95
60.95
68.80
68.80
68.80
68.80
68.80
76.97
76.97
76.97
76.97
76.97
85.77
85.77
85.77
85.77
85.77
102.10
102.10
102.10
102.10
102.10
115.61
115.61
115.61
115.61
115.61
115.61
131.63
131.63
131.63
131.63
166.19
166.19
m2/t
21.93
18.89
16.63
13.43
21.84
18.81
16.54
13.36
11.22
18.75
16.45
13.29
11.17
9.65
18.68
16.34
13.22
11.10
9.59
16.34
13.14
11.01
9.54
8.37
16.27
13.09
11.01
9.48
8.32
6.72
13.10
10.96
8.26
6.68
14.45
12.99
M.Korashy
x
HOLLOW SQUARE SECTION
h
Y
x
t
h
Y
Dimensions
h
t
mm
mm
40
4.0
3.2
50
4.0
5.0
3.2
60
4.0
5.0
3.6
70
5.0
3.6
80
5.0
6.3
3.6
90
5.0
6.3
4.0
5.0
100
6.3
8.0
10.0
5.0
6.3
120
8.0
10.0
5.0
6.3
140
8.0
10.0
Weight
Area
kg/m\
4.46
4.66
5.71
6.97
5.67
6.97
8.56
7.46
10.13
8.56
11.70
14.44
9.73
13.27
16.41
12.01
14.84
18.37
22.84
27.87
17.98
22.37
27.87
34.15
21.12
26.30
32.89
40.43
cm2
5.68
5.94
7.28
8.88
7.22
8.88
10.90
9.50
12.90
10.90
14.90
18.40
12.40
16.90
20.90
15.30
18.90
23.40
29.10
35.50
22.90
28.50
35.50
43.50
26.90
33.50
41.90
51.50
Axis X-X & Y-Y
I
S
cm4
cm3
12.1
6.07
21.6
8.62
25.5
10.2
29.6
11.9
38.7
12.9
46.1
15.4
54.4
18.1
69.5
19.9
90.1
25.7
106
26.5
139
34.7
165
41.3
154
34.1
202
45.0
242
53.9
234
46.8
283
56.6
341
68.2
408
81.5
474
94.9
503
83.8
610
102
738
123
870
145
814
116
994
142
1212
173
1441
206
18
r
cm
1.46
1.91
1.87
1.83
2.31
2.28
2.24
2.70
2.64
3.11
3.05
3.00
3.52
3.46
3.41
3.91
3.87
3.81
3.74
3.65
4.69
4.63
4.56
4.47
5.50
5.45
5.38
5.29
J
cm4
19.5
33.8
40.4
47.6
60.1
72.4
86.3
108
142
164
217
261
237
315
381
361
439
533
646
761
775
949
1159
1381
1251
1538
1889
2269
Surface Area
Um
Ut
x10-2 m2/m\
m2/t
15.10
33.87
19.30
41.39
19.10
33.42
18.90
27.11
23.30
41.11
23.10
33.14
22.90
26.76
27.20
36.47
26.90
26.56
31.20
36.46
30.90
26.42
30.60
21.19
35.20
36.16
34.90
26.31
34.60
21.09
39.10
32.55
38.90
26.22
38.60
21.01
38.30
16.77
37.90
13.60
46.90
26.09
46.60
20.83
46.30
16.61
45.90
13.44
54.90
26.00
54.60
20.76
54.30
16.51
53.90
13.33
M.Korashy
HOLLOW SQUARE SECTION
x
h
Y
x
t
h
Y
Dimensions
h
t
mm
mm
5.0
6.3
8.0
150
10.0
12.5
16.0
6.3
8.0
180
10.0
12.5
16.0
6.3
8.0
200
10.0
12.5
16.0
6.3
8.0
250
10.0
12.5
16.0
10.0
300
12.5
16.0
10.0
350
12.5
16.0
10.0
400
12.5
Weight
Area
kg/m\
22.69
28.26
35.40
43.57
53.38
66.33
34.23
42.94
52.99
65.16
81.64
38.15
47.96
59.27
73.01
91.85
48.04
60.52
74.97
92.63
116.97
91.06
112.26
142.09
106.76
131.88
167.21
122.46
151.51
cm2
28.90
36.00
45.10
55.50
68.00
84.50
43.60
54.70
67.50
83.00
104.00
48.60
61.10
75.50
93.00
117.00
61.20
77.10
95.50
118.00
149.00
116.00
143.00
181.00
136.00
168.00
213.00
156.00
193.00
Axis X-X & Y-Y
I
S
r
cm
cm4
cm3
1009
135
5.91
1236
165
5.86
1510
201
5.78
1803
240
5.70
2125
283
5.59
2500
333
5.44
2186
243
7.08
2689
299
7.01
3237
360
6.92
3856
428
6.82
4607
512
6.66
3033
303
7.90
3744
374
7.83
4525
452
7.74
5419
542
7.63
6524
652
7.48
6049
484
9.94
7510
601
9.87
9141
731
9.78
11050
884
9.68
13480
1078
9.53
16150
1077
11.80
19630
1309
11.70
24160
1610
11.60
26050
1489
13.90
31810
1817
13.80
39370
2250
13.60
39350
1968
15.90
48190
2409
15.80
19
J
cm4
1548
1907
2348
2829
3372
4029
3357
4156
5041
6062
7339
4647
5770
7020
8479
10330
9228
11511
14086
17139
21109
24776
30290
37566
39840
48869
60901
60028
73815
Surface Area
Um
Ut
x10-2 m2/m\
m2/t
58.90
25.96
58.60
20.74
58.30
16.47
57.90
13.29
57.30
10.73
56.60
8.53
70.60
20.63
70.30
16.37
69.90
13.19
69.30
10.64
68.60
8.40
78.60
20.60
78.30
16.32
77.90
13.14
77.30
10.59
76.60
8.34
98.60
20.52
98.30
16.24
97.90
13.06
97.30
10.50
96.60
8.26
118.00
12.96
117.00
10.42
117.00
8.23
138.00
12.93
137.00
10.39
137.00
8.19
158.00
12.90
157.00
10.36
M.Korashy
HOLLOW RECTANGULAR SECTION
x
h
Y b
x
t
Y
Dimensions
h
b
t
mm
mm
mm
2.6
50
30
3.2
3.2
60
40
4.0
3.2
80
40
4.0
3.6
90
50
5.0
3.2
4.0
50
5.0
100
6.3
3.6
60
5.0
6.3
3.6
60
5.0
6.0
120
5.0
6.3
80
8.0
10.0
5.0
6.3
150
100
8.0
10.0
5.0
6.3
160
80
8.0
10.0
5.0
6.3
8.0
200
100
10.0
12.5
16.0
6.3
8.0
250
150
10.0
12.5
16.0
6.3
8.0
300
200
10.0
12.5
16.0
10.0
400
200
12.5
16.0
10.0
450
250
12.5
16.0
Weight
\
kg/m
3.03
3.66
4.66
5.71
5.67
6.97
7.46
10.13
7.17
8.87
10.91
13.42
8.56
11.70
14.44
9.73
13.27
16.41
14.84
18.37
22.84
27.87
18.76
23.31
29.12
35.72
17.98
22.30
27.87
34.15
22.69
28.26
35.40
43.57
53.38
66.33
38.15
47.96
59.27
73.01
91.85
48.04
60.52
74.97
92.63
116.97
91.06
112.26
142.09
106.76
131.88
167.21
Area
2
cm
3.86
4.66
5.94
7.28
7.22
8.88
9.50
12.90
9.14
11.30
13.90
17.10
10.90
14.90
18.40
12.40
16.90
20.90
18.90
23.40
29.10
35.50
23.90
29.70
37.10
45.50
22.90
28.50
35.50
43.50
28.90
36.00
45.10
55.50
68.00
84.50
48.60
61.10
75.50
93.00
117.00
61.20
77.10
95.50
118.00
149.00
116.00
143.00
181.00
136.00
168.00
213.00
Axis X-X
Sx
Ix
4
cm
12.4
14.5
28.3
33.6
58.1
69.6
99.6
130
117
142
170
202
147
192
230
230
304
366
370
447
537
628
747
910
1106
1312
753
917
1113
1318
1509
1851
2269
2718
3218
3808
4178
5167
6259
7518
9089
7880
9898
11940
14460
17700
24140
29410
36300
37180
45470
56420
3
cm
4.96
5.82
9.44
11.2
14.5
17.4
22.2
28.9
23.5
28.4
34.0
40.5
29.3
38.5
46.0
38.3
50.7
61.0
61.7
74.6
89.5
105
99.5
121
147
175
94.1
115
139
165
151
185
227
272
322
381
334
416
501
601
727
525
653
796
964
1180
1207
1471
1815
1653
2021
2508
rx
cm
1.79
1.77
2.18
2.15
2.84
2.80
3.24
3.18
3.58
3.55
3.50
3.44
3.66
3.60
3.54
4.31
4.24
4.18
4.43
4.37
4.29
4.20
5.59
5.53
5.46
5.37
5.74
5.68
5.60
5.50
7.23
7.17
7.09
7.00
6.88
6.71
9.27
9.19
9.10
8.99
8.83
11.30
11.30
11.20
11.10
10.90
14.50
14.30
14.20
16.60
16.50
16.30
20
Axis Y-Y
Sy
Iy
4
cm
5.5
6.3
14.8
17.3
19.1
22.6
39.1
50.0
39.1
46.7
55.1
64.2
65.4
84.7
99.9
76.9
99.9
118
195
234
278
320
396
479
577
678
251
302
361
419
509
618
747
881
1022
1175
1886
2317
2784
3310
3943
4216
5219
6331
7619
9239
8138
9820
11950
14900
18100
22250
3
cm
3.6
4.2
7.4
8.7
9.6
11.3
15.6
20.0
15.6
18.7
22.0
25.7
21.8
28.2
33.3
25.6
33.3
39.4
48.8
58.4
69.4
80.0
79.1
95.9
115
136
62.8
75.6
90.2
105
102
124
149
176
204
235
252
309
371
441
526
422
522
633
762
924
814
982
1195
1192
1448
1780
ry
cm
1.19
1.16
1.58
1.54
1.63
1.59
2.03
1.97
2.07
2.03
1.99
1.94
2.45
2.39
2.33
2.49
2.43
2.38
3.21
3.16
3.09
3.00
4.07
4.02
3.94
3.86
3.31
3.26
3.19
3.10
4.20
4.14
4.07
3.98
3.88
3.73
6.23
6.16
6.07
5.97
5.82
8.30
8.23
8.14
8.04
7.89
8.39
8.29
8.14
10.50
10.40
10.20
Surface Area
Um
Ut
J
4
cm
12.1
14.2
30.8
36.6
46.1
55.1
89.3
116
93
113
135
160
142
187
224
183
242
290
401
486
586
688
806
985
1202
1431
599
729
882
1041
1202
1473
1802
2154
2541
2988
4049
5014
6082
7317
8863
8468
10550
12890
15650
19220
19240
23410
28840
33250
40670
50480
-2
2
\
x10 m /m
15.40
15.30
19.30
19.10
23.30
23.10
27.20
26.90
29.30
29.10
28.90
28.60
31.20
30.90
30.60
35.20
34.90
34.60
38.90
38.60
38.30
37.90
48.90
48.60
48.30
47.90
46.90
46.60
46.30
45.90
58.90
58.60
58.30
57.90
57.30
56.60
78.60
78.30
77.90
77.30
76.60
98.60
98.30
97.90
97.30
96.60
118.00
117.00
117.00
138.00
137.00
137.00
M.Korashy
2
m /t
50.80
41.80
41.40
33.40
41.10
33.10
36.50
26.60
40.80
32.80
26.50
21.30
36.30
26.40
21.30
36.20
26.20
21.10
26.30
21.00
16.70
13.60
26.10
20.90
16.60
13.40
26.10
20.90
16.60
13.40
25.90
20.70
16.50
13.30
10.70
8.52
20.60
16.30
13.10
10.60
8.37
20.50
16.20
13.10
10.50
8.26
13.00
10.40
8.24
13.00
10.40
8.20
10
00
mm
MASS (kg/m\) FOR RECTANGULAR STEEL PLATES*
thickness
width
Width
(mm)
5
6
25
0.98
1.18
28
1.10
1.32
30
1.18
1.41
35
1.37
1.65
40
1.57
1.88
45
1.77
2.12
50
1.96
2.36
55
2.16
2.59
60
2.36
2.83
70
2.75
3.30
80
3.14
3.77
90
3.53
4.24
100
3.93
4.71
110
4.32
5.18
120
4.71
5.65
140
5.50
6.59
160
6.28
7.54
180
7.07
8.48
200
7.85
9.42
220
8.64
10.36
250
9.81
11.78
300
11.78
14.13
350
13.74
16.49
400
15.70
18.84
450
17.66
21.20
500
19.63
23.55
600
23.55
28.26
700
27.48
32.97
800
31.40
37.68
900
35.33
42.39
1000
39.25
47.10
*Steel denisty 7850 kg/m3
Thickness (mm)
7
1.53
1.72
1.84
2.14
2.45
2.76
3.06
3.37
3.68
4.29
4.90
5.51
6.13
6.74
7.35
8.58
9.80
11.03
12.25
13.48
15.31
18.38
21.44
24.50
27.56
30.63
36.75
42.88
49.00
55.13
61.25
8
1.57
1.76
1.88
2.20
2.51
2.83
3.14
3.45
3.77
4.40
5.02
5.65
6.28
6.91
7.54
8.79
10.05
11.30
12.56
13.82
15.70
18.84
21.98
25.12
28.26
31.40
37.68
43.96
50.24
56.52
62.80
10
1.96
2.20
2.36
2.75
3.14
3.53
3.93
4.32
4.71
5.50
6.28
7.07
7.85
8.64
9.42
10.99
12.56
14.13
15.70
17.27
19.63
23.55
27.48
31.40
35.33
39.25
47.10
54.95
62.80
70.65
78.50
12
2.36
2.64
2.83
3.30
3.77
4.24
4.71
5.18
5.65
6.59
7.54
8.48
9.42
10.36
11.30
13.19
15.07
16.96
18.84
20.72
23.55
28.26
32.97
37.68
42.39
47.10
56.52
65.94
75.36
84.78
94.20
14
2.75
3.08
3.30
3.85
4.40
4.95
5.50
6.04
6.59
7.69
8.79
9.89
10.99
12.09
13.19
15.39
17.58
19.78
21.98
24.18
27.48
32.97
38.47
43.96
49.46
54.95
65.94
76.93
87.92
98.91
109.90
16
3.14
3.52
3.77
4.40
5.02
5.65
6.28
6.91
7.54
8.79
10.05
11.30
12.56
13.82
15.07
17.58
20.10
22.61
25.12
27.63
31.40
37.68
43.96
50.24
56.52
62.80
75.36
87.92
100.48
113.04
125.60
21
18
3.53
3.96
4.24
4.95
5.65
6.36
7.07
7.77
8.48
9.89
11.30
12.72
14.13
15.54
16.96
19.78
22.61
25.43
28.26
31.09
35.33
42.39
49.46
56.52
63.59
70.65
84.78
98.91
113.04
127.17
141.30
20
3.93
4.40
4.71
5.50
6.28
7.07
7.85
8.64
9.42
10.99
12.56
14.13
15.70
17.27
18.84
21.98
25.12
28.26
31.40
34.54
39.25
47.10
54.95
62.80
70.65
78.50
94.20
109.90
125.60
141.30
157.00
22
4.32
4.84
5.18
6.04
6.91
7.77
8.64
9.50
10.36
12.09
13.82
15.54
17.27
19.00
20.72
24.18
27.63
31.09
34.54
37.99
43.18
51.81
60.45
69.08
77.72
86.35
103.62
120.89
138.16
155.43
172.70
25
4.91
5.50
5.89
6.87
7.85
8.83
9.81
10.79
11.78
13.74
15.70
17.66
19.63
21.59
23.55
27.48
31.40
35.33
39.25
43.18
49.06
58.88
68.69
78.50
88.31
98.13
117.75
137.38
157.00
176.63
196.25
28
5.50
6.15
6.59
7.69
8.79
9.89
10.99
12.09
13.19
15.39
17.58
19.78
21.98
24.18
26.38
30.77
35.17
39.56
43.96
48.36
54.95
65.94
76.93
87.92
98.91
109.90
131.88
153.86
175.84
197.82
219.80
30
5.89
6.59
7.07
8.24
9.42
10.60
11.78
12.95
14.13
16.49
18.84
21.20
23.55
25.91
28.26
32.97
37.68
42.39
47.10
51.81
58.88
70.65
82.43
94.20
105.98
117.75
141.30
164.85
188.40
211.95
235.50
35
6.87
7.69
8.24
9.62
10.99
12.36
13.74
15.11
16.49
19.23
21.98
24.73
27.48
30.22
32.97
38.47
43.96
49.46
54.95
60.45
68.69
82.43
96.16
109.90
123.64
137.38
164.85
192.33
219.80
247.28
274.75
40
7.85
8.79
9.42
10.99
12.56
14.13
15.70
17.27
18.84
21.98
25.12
28.26
31.40
34.54
37.68
43.96
50.24
56.52
62.80
69.08
78.50
94.20
109.90
125.60
141.30
157.00
188.40
219.80
251.20
282.60
314.00
M.Korashy
RAILS
Dimensions
Rail
Type
vst
I
III
IV
VI
h
mm
130
145
159
161
172
h1
h2
2ck
2cf
mm
43
45
49
51
51
mm
33
37
36
39
38
mm
60
65
70
67
72
mm
100
125
140
125
150
d
mm
12
14
16
16
16.5
t0
t2
af
r1
r3
r4
r5
r6
ar
mm
23
25
30
30
32
mm
12
mm
67
93
91
100
mm
10
6
16
16
35
mm
80
30
508
508
120
mm
13
14
13
mm
13
13
13
13
13
mm
200
300
300
300
300
mm
36
19
19
19
21
80
80
80
80
Y
r6
r5
Properties
Sxt
Sxb
ex
Iy
Sy
kg/m\
35.7
46.2
54.4
53.8
60.3
cm2
45.5
58.8
69.3
68.8
76.9
cm4
1000
1630
2350
2310
3060
cm3
156
216
279
276
336
cm3
153
235
313
298
377
cm
6.6
6.9
7.5
7.8
8.1
cm4
157
298
418
341
513
cm3
31
47.7
59.6
54.6
68.4
22
X
r4
r3
to
Ix
t2
vst
I
III
IV
VI
Area
ex
Rail
Type
X
Weight
h
r3
r4
d
h1
r1
h2
2Ck
ar
af
2Cf
Y
M.Korashy
RAILS
Dimensions
Rail
Type
A 45
A 55
A 65
A 75
A 100
A 120
2cf
mm
125
150
175
200
200
220
h
mm
55
65
75
85
95
105
af
mm
54
66
78
90
100
120
2ck
mm
45
55
65
75
100
120
d
mm
24
31
38
45
60
72
t1
mm
14.5
17.5
20
22
23
30
t2
mm
11
12.5
14
15.4
16.5
20
t3
mm
8
9
10
11
12
14
h1
mm
24
28.5
34
39.5
45.5
55.5
h2
mm
20
25
30
35
40
47.5
r1
mm
4
5
6
8
10
10
r2
mm
3
5
5
6
6
6
r3
mm
4
5
5
6
6
10
r4
mm
5
6
6
8
8
10
r5
mm
4
5
5
6
6
6
Y
h2
Properties
cm
91
182
327
545
888
1420
3
cm
27.5
46.9
73.7
109.0
170.0
249.0
Sxb
3
cm
41.6
69.5
106.9
155.7
207.0
295.8
ex
cm
2.2
2.6
3.1
3.5
4.3
4.8
Iy
Sy
4
3
cm
169
337
609
1010
1360
2370
cm
27.0
44.9
69.6
101.0
136.0
215.0
r2
X
h
Sxt
4
r4
d
t3
cm
28.3
40.7
55.4
72.1
95.6
129.0
Ix
t1
2
r3
kg/m
22.2
32.0
43.5
56.6
75.2
101.3
Area
t2
\
r5
A 45
A 55
A 65
A 75
A 100
A 120
Weight
ex
Rail
Type
h1
r1
2CK
aF
2CF
Y
23
M.Korashy
X
RAILS
Dimensions
Rail
Type
USS or BETH 135
BETH 171
USS orBETH175
Depth
d
mm
146
152
152
Head
c
mm
87
109
108
Web
base
c1
mm
76
102
102
b
mm
132
152
152
t
mm
12
16
13
w
mm
32
32
38
g
mm
63
67
68
k
h
r
R
R1
R2
mm
27
32
29
mm
71
70
79
mm
356
FLAT
457
mm
305
VERT
VERT
mm
19
19
29
mm
19
22
51
Alpha
13
12
12
Y
C
C1
r
R2
Properties
d
X
Rail
Type
USS & BETH 135
BETH 171
USS & BETH 175
Weight
Area
Ix
Sxt
Sxb
ex
kg/m\
67
84.9
86.8
cm2
85.9
108
110
cm4
2110
3060
2920
cm3
282
402
386
cm3
295
400
381
cm
7.11
7.65
7.67
w
h
CL. BOLT HOLE
N.A.
X
R
R1
g
.
K
ex
t
b
Y
24
M.Korashy
RAILS
Dimensions
Rail
Type
ASCE 40
ASCE 60
ASCE 85
BETH 104
USS 105
Depth
d
mm
89
108
132
127
132
Head
c
mm
48
60
65
64
65
Base
b
mm
89
108
132
127
132
Web
t
mm
6
7
8
13
10
w
mm
10
12
14
25
24
g
mm
40
52
63
62
56
k
h
r
rc
R
mm
16
19
23
27
25
mm
47
58
70
62
61
mm
305
305
305
305
305
mm
6.4
6.4
6.4
12.7
6.4
mm
305
305
305
89
305
Y
C
Properties
Rail
Type
ASCE 40
60
85
BETH 104
USS 105
r
13°
Weight
kg/m
19.8
29.8
42.2
51.6
52.1
Area
2
cm
25.4
38.3
53.7
66.4
66.5
Sxt
Ix
4
cm
272
606
1250
1240
1430
3
cm
58.8
108
182
175
203
Sxb
3
cm
63.7
116
199
221
234
25
ex
cm
4.27
5.21
6.27
5.61
6.12
X
N.A.
d h
X
C.L. of bolt hole
W
rc
g
ex
13°
k
b
t
Y
M.Korashy
COMBINED HOT ROLLED SECTIONS
TWO EQUAL ANGLES BACK TO BACK
TWO UNEQUAL ANGLES SHORT LEGS BACK TO BACK
TWO UNEQUAL ANGLES LONG LEGS BACK TO BACK
TWO CHANNELS (U.P.N.) BACK TO BACK
TWO CHANNELS (U.P.N.) TOE TO TOE
SYMMETRICAL WELDED I-BEAMS
UNSYMMETRICAL WELDED I-BEAMS
I.P.E +CHANNEL (U.P.N.)
26
M.Korashy
Y
TWO EQUAL ANGLES
Back to Back
ex
x
x
tG
Y
size
a
mm
30
35
40
45
50
55
60
s
mm
3
4
5
3
4
5
4
5
6
5
6
7
5
6
7
5
6
8
6
8
10
Weight
\
kg/m
2.72
3.56
4.36
3.20
4.20
5.14
4.84
5.94
7.04
6.76
8.00
9.20
7.54
8.94
10.30
8.36
9.90
12.92
10.84
14.18
17.38
Area
2
cm
3.48
4.54
5.56
4.08
5.34
6.56
6.16
7.58
8.96
8.60
10.18
11.72
9.60
11.38
13.12
10.64
12.62
16.46
13.82
18.06
22.20
ry (cm) About Axis Y-Y
Axis X-X
Sx
Ix
4
cm
2.82
3.62
4.32
4.58
5.92
7.12
8.96
10.86
12.66
15.66
18.32
20.80
22.00
25.60
29.20
29.40
35.60
44.20
45.60
58.20
69.80
3
cm
1.30
1.72
2.08
1.80
2.36
2.90
3.12
3.82
4.52
4.86
5.76
6.62
6.10
7.02
8.30
7.40
8.80
11.44
10.58
13.76
16.82
rx
ex
cm
0.90
0.89
0.88
1.06
1.05
1.04
1.21
1.20
1.19
1.35
1.34
1.33
1.51
1.50
1.49
1.66
1.66
1.64
1.82
1.80
1.78
cm
0.84
0.89
0.92
0.96
1.00
1.04
1.12
1.16
1.20
1.28
1.32
1.36
1.40
1.45
1.49
1.52
1.56
1.64
1.69
1.77
1.85
27
tG (mm)
8
1.53
1.57
1.59
1.72
1.75
1.78
1.94
1.97
1.99
2.16
2.18
2.21
2.35
2.38
2.41
2.54
2.57
2.62
2.77
2.82
2.87
10
1.61
1.65
1.67
1.80
1.83
1.86
2.02
2.05
2.08
2.23
2.26
2.29
2.43
2.46
2.49
2.61
2.65
2.70
2.85
2.90
2.95
12
1.70
1.74
1.76
1.89
1.91
1.94
2.10
2.13
2.16
2.31
2.34
2.37
2.51
2.54
2.57
2.69
2.72
2.78
2.93
2.98
3.03
14
1.78
1.82
1.84
1.97
2.00
2.03
2.19
2.21
2.24
2.40
2.42
2.45
2.59
2.62
2.65
2.77
2.80
2.86
3.00
3.06
3.11
M.Korashy
Y
TWO EQUAL ANGLES
Back to Back
ex
x
x
tG
Y
size
a
mm
65
70
75
80
90
100
110
120
s
mm
7
8
9
7
9
11
7
8
10
8
10
12
9
11
13
10
12
14
10
12
14
12
13
15
Weight
\
kg\m
13.64
15.46
17.24
14.76
18.68
22.40
15.88
18.06
22.20
19.32
23.80
28.20
24.40
29.70
34.20
30.20
35.60
41.20
33.20
39.40
45.60
43.20
46.60
53.20
Area
2
cm
17.40
19.70
22.00
18.80
23.80
28.60
20.20
23.00
28.20
24.60
30.20
35.80
31.00
37.40
43.60
38.40
45.40
52.40
42.40
50.20
58.00
55.00
59.80
67.80
ry (cm) About Axis Y-Y
Axis X-X
Sx
Ix
4
cm
66.8
75.0
82.6
84.8
105.2
123.6
104.8
117.8
142.8
144.6
175.0
204.0
232.0
276.0
316.0
354.0
414.0
470.0
478.0
560.0
638.0
736.0
788.0
892.0
3
cm
14.3
16.3
18.1
16.9
21.2
25.4
17.3
22.0
27.0
25.2
31.0
36.4
36.0
43.2
50.2
49.4
58.4
67.0
60.2
71.4
82.0
85.4
92.0
105.0
rx
ex
cm
1.96
1.95
1.94
2.12
2.10
2.09
2.28
2.26
2.25
2.42
2.41
2.39
2.74
2.72
2.69
3.04
3.02
3.00
3.36
3.34
3.32
3.65
3.64
3.63
cm
1.85
1.89
1.93
1.97
2.05
2.13
2.03
2.13
2.21
2.26
2.34
2.41
2.54
2.62
2.70
2.82
2.90
2.98
3.07
3.15
3.21
3.40
3.44
3.51
28
tG (mm)
8
2.98
3.01
3.03
3.18
3.23
3.28
3.33
3.39
3.45
3.60
3.65
3.69
4.02
4.06
4.10
4.43
4.47
4.52
4.83
4.87
4.90
5.27
5.29
5.34
10
3.06
3.08
3.11
3.26
3.30
3.36
3.41
3.47
3.52
3.67
3.72
3.77
4.09
4.14
4.18
4.50
4.55
4.59
4.90
4.95
4.98
5.34
5.36
5.41
12
3.14
3.16
3.19
3.33
3.38
3.44
3.48
3.54
3.60
3.75
3.80
3.84
4.17
4.22
4.26
4.58
4.62
4.67
4.98
5.02
5.05
5.42
5.44
5.48
14
3.22
3.24
3.27
3.41
3.46
3.52
3.56
3.62
3.68
3.82
3.88
3.92
4.24
4.29
4.34
4.65
4.70
4.75
5.05
5.10
5.13
5.49
5.51
5.56
M.Korashy
Y
TWO ANGLES EQUAL
Back to Back
ex
x
x
tG
Y
size
a
mm
130
140
150
160
180
200
s
mm
12
14
16
13
15
14
15
16
18
20
15
17
19
16
18
20
22
16
18
20
24
28
Weight
Area
kg\m\
47.20
54.40
61.80
55.00
62.80
63.20
67.80
71.80
80.20
88.40
72.40
81.40
90.20
87.00
97.20
107.40
117.20
97.00
108.60
119.80
142.20
164.00
cm2
60.00
69.40
78.60
70.00
80.00
80.60
86.00
91.40
102.00
112.60
92.20
103.60
115.00
110.80
123.80
136.80
149.40
123.60
138.20
152.80
181.20
210.00
Ix
cm4
944
1080
1210
1276
1446
1690
1796
1898
2100
2300
2200
2460
2700
3360
3740
4080
4220
4680
5200
5700
6660
7560
Axis X-X
Sx
rx
3
cm
cm
100.8
3.97
110.4
3.94
131.6
3.92
126.6
4.27
144.6
4.25
156.4
4.58
165.0
4.57
177.4
4.56
198.6
4.54
218.0
4.51
191.2
4.88
216.0
4.86
236.0
4.84
260.0
5.51
290.0
5.49
320.0
5.47
348.0
5.44
336.0
6.15
362.0
6.13
398.0
6.11
470.0
6.06
540.0
6.02
29
ex
cm
3.64
3.72
3.80
3.92
4.00
4.21
4.25
4.29
4.36
4.44
4.49
4.57
4.65
5.02
5.10
5.18
5.26
5.52
5.60
5.68
5.84
5.99
8
5.66
5.70
5.75
6.07
6.12
6.50
6.52
6.54
6.58
6.62
6.91
6.95
6.99
7.73
7.77
7.81
7.85
8.54
8.58
8.62
8.70
8.78
ry (cm) About Axis Y-Y
tG (mm)
10
12
14
5.74
5.81
5.88
5.77
5.85
5.92
5.82
5.89
5.97
6.15
6.22
6.29
6.19
6.26
6.34
6.57
6.64
6.71
6.59
6.66
6.74
6.61
6.69
6.76
6.65
6.72
6.80
6.69
6.76
6.84
6.98
7.05
7.12
7.02
7.10
7.17
7.07
7.14
7.21
7.80
7.87
7.94
7.84
7.91
7.99
7.89
7.96
8.03
7.92
8.00
8.07
8.61
8.68
8.75
8.65
8.72
8.79
8.69
8.76
8.83
8.77
8.84
8.92
8.85
8.93
9.00
M.Korashy
Y
TWO UNEQUAL ANGLES
Short Legs Back to Back
ex
X
X
tG
``
Size
a
mm
b
mm
30
20
40
20
45
30
60
30
60
40
75
50
80
40
90
60
100
50
100
65
s
mm
3
4
3
4
3
4
5
5
7
5
6
7
5
7
9
6
8
6
8
6
8
10
7
9
11
Weight
\
kg\m
2.22
2.90
2.70
3.54
3.44
4.50
5.54
6.74
9.18
7.52
8.92
10.28
9.48
13.02
16.46
10.82
14.14
13.64
17.92
13.70
17.98
22.20
17.54
22.20
26.80
Y
Area
2
cm
2.84
3.70
3.44
4.50
4.38
5.74
7.06
8.58
11.70
9.58
11.36
13.10
12.08
16.60
21.00
13.78
18.02
17.38
22.80
17.46
23.00
28.20
22.40
28.40
34.20
ry (cm) About Axis Y-Y
tG (mm)
Axis X-X
SX
IX
4
cm
0.88
1.10
0.94
1.20
3.20
4.10
4.94
5.20
6.82
12.22
14.24
16.14
24.60
33.00
40.40
15.18
19.36
51.60
66.00
30.60
39.00
46.80
75.20
93.40
110.20
3
cm
0.58
0.76
0.60
0.78
1.40
1.82
2.22
2.24
3.04
4.04
4.76
5.48
6.42
8.78
10.98
4.88
6.36
11.22
14.62
7.72
10.08
12.34
15.08
19.04
22.80
30
rX
eX
cm
0.56
0.55
0.52
0.52
0.86
0.85
0.84
0.78
0.76
1.13
1.12
1.11
1.43
1.41
1.39
1.05
1.04
1.72
1.70
1.32
1.31
1.29
1.84
1.82
1.80
cm
0.50
0.54
0.44
0.48
0.70
0.74
0.78
0.68
0.76
0.97
1.01
1.05
1.17
1.25
1.32
0.88
0.95
1.41
1.49
1.04
1.13
1.20
1.51
1.59
1.67
8
1.68
1.71
2.23
2.25
2.32
2.36
2.38
3.18
3.24
3.02
3.05
3.07
3.68
3.72
3.77
4.13
4.19
4.37
4.41
5.04
5.10
5.15
4.82
4.87
4.92
10
1.76
1.79
2.31
2.34
2.40
2.44
2.46
3.26
3.32
3.10
3.13
3.15
3.76
3.80
3.85
4.21
4.27
4.44
4.49
5.11
5.18
5.23
4.90
4.95
5.00
12
1.85
1.88
2.39
2.42
2.48
2.52
2.55
3.34
3.41
3.18
3.21
3.24
3.84
3.88
3.93
4.29
4.35
4.52
4.57
5.19
5.26
5.31
4.97
5.03
5.08
14
1.93
1.96
2.48
2.51
2.57
2.60
2.63
3.43
3.49
3.26
3.29
3.32
3.91
3.96
4.01
4.37
4.43
4.60
4.65
5.27
5.34
5.39
5.05
5.11
5.16
M.Korashy
Y
TWO UNEQUAL ANGLES
Short Legs Back to Back
ex
X
X
tG
Y
Size
a
b
s
mm
mm
120
80
130
65
130
90
150
75
150
100
160
80
180
90
200
100
mm
8
10
12
14
8
10
12
10
12
9
11
10
12
14
10
12
14
10
12
14
10
12
14
16
Weight
Area
kg\m\
24.40
30.00
35.60
41.00
23.80
29.20
34.60
33.20
39.40
30.60
37.20
38.00
45.20
52.20
36.40
43.20
50.00
41.20
49.00
56.60
46.00
54.60
63.20
71.80
cm2
31.00
38.20
45.40
52.40
30.20
37.20
44.20
42.40
50.20
39.00
47.20
48.40
57.40
66.40
46.40
55.00
63.60
52.40
62.40
72.20
58.40
69.60
80.60
91.40
IX
cm4
161.6
196.2
228.0
260.0
89.6
108.4
126.0
282.0
330.0
156.6
186.0
396.0
464.0
528.0
208.0
244.0
278.0
302.0
354.0
404.0
420.0
494.0
564.0
632.0
Axis X-X
SX
rX
cm3
26.40
32.40
38.20
44.00
17.44
21.40
25.40
41.20
48.80
26.40
31.80
51.60
61.20
70.40
33.00
39.20
45.00
42.20
50.20
57.80
52.60
62.60
72.20
81.60
31
cm
2.29
2.27
2.25
2.23
1.72
1.71
1.69
2.58
2.56
2.00
1.98
2.86
2.84
2.82
2.12
2.10
2.09
2.40
2.38
2.37
2.68
2.67
2.65
2.63
ry (cm) About Axis Y-Y
tG (mm)
eX
cm
1.87
1.95
2.03
2.10
1.37
1.45
1.53
2.18
2.26
1.57
1.65
2.34
2.42
2.50
1.69
1.77
1.85
1.85
1.93
2.01
2.01
2.10
2.18
2.26
8
5.70
5.75
5.79
5.84
6.48
6.54
6.59
6.13
6.65
7.46
7.51
7.06
7.12
7.16
7.92
7.97
8.03
8.85
8.90
8.95
9.77
9.83
9.88
9.92
10
5.77
5.83
5.87
5.92
6.56
6.61
6.67
6.21
6.73
7.53
7.58
7.14
7.19
7.23
8.00
8.05
8.11
8.92
8.97
9.03
9.85
9.90
9.96
10.00
12
5.85
5.91
5.95
6.00
6.63
6.69
6.74
6.28
6.81
7.61
7.66
7.21
7.27
7.31
8.08
8.13
8.19
9.00
9.05
9.11
9.92
9.98
10.03
10.08
14
5.93
5.98
6.03
6.08
6.71
6.77
6.82
6.36
6.89
7.69
7.74
7.29
7.34
7.38
8.15
8.21
8.26
9.08
9.13
9.18
10.00
10.05
10.11
10.15
M.Korashy
Y
TWO UNEQUAL ANGLES
Long Legs Back to Back
ex
X
X
tG
Y
Size
a
b
mm
mm
30
20
40
20
45
30
60
30
60
40
75
50
80
40
90
60
100
50
100
65
s
mm
3
4
3
4
3
4
5
5
7
5
6
7
5
7
9
6
8
6
8
6
8
10
7
9
11
Weight
\
kg\m
2.22
2.90
2.70
3.54
3.44
4.50
5.54
6.74
9.18
7.52
8.92
10.28
9.48
13.02
16.46
10.82
14.14
13.64
17.92
13.70
17.98
22.20
17.54
22.20
26.80
Area
2
cm
2.84
3.70
3.44
4.50
4.38
5.74
7.06
8.58
11.70
9.58
11.36
13.10
12.08
16.60
21.00
13.78
18.02
17.38
22.80
17.46
23.00
28.20
22.40
28.40
34.20
ry (cm) About Axis Y-Y
Axis X-X
IX
SX
4
cm
2.50
3.18
5.58
7.18
8.94
11.56
13.98
31.20
41.40
34.40
40.20
46.00
68.80
92.80
114.8
89.80
115.2
143.4
185.0
179.4
232.0
282.0
226.0
282.0
334.0
3
cm
1.24
1.62
2.16
2.84
2.92
3.82
5.90
8.08
11.00
8.50
10.06
11.58
13.48
18.48
23.20
17.46
22.80
23.40
30.80
27.60
36.00
44.40
33.20
42.00
50.60
32
rX
ex
cm
0.94
0.93
1.27
1.26
1.43
1.42
1.41
1.90
1.88
1.89
1.88
1.87
2.39
2.36
2.34
2.55
2.53
2.87
2.85
3.20
3.18
3.16
3.17
3.15
3.13
cm
0.99
1.03
1.43
1.47
1.43
1.48
1.52
2.15
2.24
1.96
2.00
2.04
2.40
2.48
2.56
2.85
2.94
2.89
2.97
3.49
3.59
3.67
3.23
3.32
3.40
tG (mm)
8
1.06
1.09
0.99
1.02
1.40
1.42
1.45
1.33
1.39
1.78
1.80
1.83
2.12
2.17
2.21
1.66
1.70
2.50
2.54
1.95
2.01
2.06
2.65
2.70
2.74
10
1.15
1.18
1.07
1.11
1.48
1.50
1.53
1.41
1.47
1.85
1.88
1.91
2.20
2.25
2.29
1.73
1.78
2.57
2.62
2.03
2.09
2.13
2.73
2.77
2.82
12
1.23
1.27
1.16
1.20
1.56
1.59
1.62
1.50
1.56
1.93
1.96
1.99
2.28
2.33
2.37
1.81
1.87
2.65
2.69
2.11
2.17
2.21
2.80
2.85
2.90
14
1.32
1.36
1.25
1.29
1.64
1.67
1.70
1.59
1.65
2.02
2.04
2.07
2.35
2.41
2.45
1.90
1.95
2.72
2.77
2.18
2.25
2.30
2.88
2.93
2.98
M.Korashy
Y
TWO UNEQUAL ANGLES
Long Legs Back to Back
ex
X
X
tG
Y
Size
a
b
s
mm
mm
120
80
130
65
130
90
150
75
150
100
160
80
180
90
200
100
mm
8
10
12
14
8
10
12
10
12
9
11
10
12
14
10
12
14
10
12
14
10
12
14
16
Weight
Area
kg\m\
24.40
30.00
35.60
41.00
23.80
29.20
34.60
33.20
39.40
30.60
37.20
38.00
45.20
52.20
36.40
43.20
50.00
41.20
49.00
56.60
46.00
54.60
63.20
71.80
cm2
31.00
38.20
45.40
52.40
30.20
37.20
44.20
42.40
50.20
39.00
47.20
48.40
57.40
66.40
46.40
55.00
63.60
52.40
62.40
72.20
58.40
69.60
80.60
91.40
ry (cm) About Axis Y-Y
Axis X-X
IX
SX
rX
ex
cm4
452
552
646
736
526
642
752
716
840
910
1090
1104
1300
1488
1222
1440
1646
1760
2080
2380
2440
2880
3300
3720
cm3
55.20
68.20
80.80
92.80
62.20
76.80
91.00
81.00
96.00
93.60
113.2
108.2
128.4
148.2
117.8
140.0
161.4
150.2
178.6
206.0
184.4
222.0
256.0
290.0
cm
3.82
3.80
3.77
3.75
4.17
4.15
4.12
4.11
4.09
4.83
4.80
4.78
4.76
4.73
5.14
5.11
5.09
5.80
5.77
5.75
6.46
6.43
6.41
6.38
cm
3.83
3.92
4.00
4.08
4.56
4.65
4.74
4.15
4.84
5.28
5.37
4.80
4.89
4.97
5.63
5.72
5.81
6.28
6.37
6.46
6.93
7.03
7.12
7.20
33
tG (mm)
8
3.22
3.27
3.31
3.35
2.47
2.52
2.57
3.65
3.69
2.81
2.85
3.96
4.00
4.05
2.98
3.02
3.07
3.29
3.33
3.38
3.60
3.66
3.70
3.74
10
3.30
3.34
3.39
3.43
2.54
2.59
2.64
3.72
3.76
2.88
2.92
4.03
4.07
4.12
3.05
3.09
3.14
3.36
3.40
3.45
3.67
3.73
3.77
3.81
12
3.37
3.41
3.46
3.50
2.62
2.67
2.72
3.79
3.84
2.95
3.00
4.10
4.15
4.19
3.12
3.17
3.22
3.43
3.47
3.53
3.74
3.80
3.84
3.89
14
3.44
3.49
3.54
3.58
2.69
2.75
2.80
3.87
3.91
3.03
3.07
4.17
4.22
4.27
3.19
3.24
3.30
3.50
3.55
3.60
3.81
3.87
3.91
3.96
M.Korashy
Y
TWO CHANNELS (U.P.N.)
BACK to BACK
X
X
tG
Y
Sec.
No.
30x15
30
40x20
40
50x25
50
60
65
70
80
100
120
140
160
180
200
220
240
260
280
300
320
350
380
400
Weight
Area
Aweb
kg/m`
cm2
4.42
10.88
7.32
12.42
9.84
14.24
12.92
18.06
17.14
22.00
27.00
34.00
40.80
48.00
56.00
64.40
74.80
84.60
96.60
106.60
117.60
151.60
154.60
160.80
183.00
cm2
1.68
1.60
2.90
2.60
3.80
3.60
5.76
5.50
6.84
7.68
9.96
14.28
16.80
20.85
25.28
30.09
35.10
40.66
46.40
50.00
53.60
79.80
89.04
93.96
101.92
3.48
8.54
5.74
9.74
7.72
11.18
10.14
14.18
13.46
17.28
21.20
26.80
32.00
37.60
44.00
50.60
58.80
66.40
75.80
83.60
92.40
119.00
121.20
126.20
143.60
Axis Y-Y
Axis X-X
Ix
Sx
rx
cm4
5.06
12.78
15.16
28.20
33.20
52.80
63.20
115.0
122.2
212.0
412.0
728.0
1210
1850
2700
3820
5380
7200
9640
12560
16060
21740
25680
31520
40700
cm3
3.38
8.52
7.58
14.10
13.46
21.20
21.00
35.40
35.00
53.00
82.40
121.4
172.8
232.0
300.0
382.0
490.0
600.0
742.0
896.0
1070
1358
1468
1658
2040
cm
1.07
1.08
1.44
1.50
1.85
1.92
2.21
2.52
2.67
3.10
3.91
4.62
5.45
6.21
6.95
7.70
8.48
9.22
9.99
10.90
11.70
12.10
12.90
14.00
14.90
Iy
Sy
ry
Iy
tG = 8 mm
4.50
42.47
10.66
50.53
19.39
62.85
31.19
88.02
79.57
114.10
161.27
222.40
314.00
411.44
529.41
670.04
876.58
1081.2
1369.9
1713.2
2120.1
2558.4
2352.1
2472.7
3394.4
34
2.37
11.48
4.44
12.96
6.69
14.96
9.17
19.14
18.09
23.28
29.86
37.69
49.06
59.63
71.54
84.82
104.4
121.5
145.7
173.0
203.9
246.0
226.2
233.3
297.8
Sy
ry
Iy
tG = 10 mm
1.01
1.98
1.21
2.02
1.40
2.10
1.55
2.21
2.15
2.28
2.44
2.56
2.77
2.93
3.07
3.23
3.42
3.57
3.77
4.01
4.25
4.11
3.90
3.92
4.31
5.36
46.30
12.30
54.95
21.87
68.04
34.71
94.78
85.98
122.5
172.1
236.3
332.0
433.4
556.0
701.7
915.3
1126.5
1424.1
1776.7
2194.2
2650.9
2440.2
2563.7
3507.8
2.68
12.19
4.92
13.74
7.29
15.82
9.92
20.17
19.11
24.49
31.29
39.39
51.07
61.92
74.13
87.72
107.7
125.2
149.9
177.7
209.0
252.5
232.4
239.6
305.0
Sy
ry
tG = 12 mm
1.10
2.06
1.30
2.10
1.49
2.19
1.64
2.29
2.24
2.36
2.52
2.64
2.85
3.00
3.15
3.30
3.50
3.65
3.84
4.08
4.32
4.18
3.97
3.99
4.38
6.30
50.35
14.09
59.62
24.54
73.50
38.48
101.89
92.74
131.3
183.4
251.0
350.7
456.4
583.6
734.7
955.6
1173.6
1480.4
1842.3
2270.7
2746.4
2531.4
2658.0
3624.9
3.00
12.91
5.42
14.54
7.92
16.71
10.69
21.23
20.16
25.74
32.75
41.14
53.14
64.28
76.79
90.70
111.1
129.0
154.2
182.4
214.2
259.1
238.8
246.1
312.5
1.19
2.15
1.39
2.19
1.58
2.27
1.73
2.38
2.33
2.44
2.61
2.72
2.93
3.08
3.23
3.38
3.57
3.72
3.91
4.16
4.39
4.26
4.05
4.07
4.45
M.Korashy
TWO CHANNELS (U.P.N.)
TOE to TOE
c
d
Y
X
X
Y
Sec.
No.
Weight
Area
2
Aweb
2
Axis X-X
Ix
Axis Y-Y (toe to toe)
Sx
4
3
kg/m`
cm
cm
cm
cm
3.48
4.42
1.68
5.06
3.38
30x15
8.54
10.88
1.60
12.78
8.52
30
5.74
7.32
2.90
15.16
7.58
40x20
9.74
12.42
2.60
28.20
14.10
40
7.72
9.84
3.80
33.20
13.46
50x25
11.18
14.24
3.60
52.80
21.20
50
10.14
12.92
5.76
63.20
21.00
60
14.18
18.06
5.50
115.0
35.40
65
13.46
17.14
6.84
122.2
35.00
70
17.28
22.00
7.68
212.0
53.00
80
21.20
27.00
9.96
412.0
82.40
100
26.80
34.00
14.28
728.0
121.4
120
32.00
40.80
16.80
1210
172.8
140
37.60
48.00
20.85
1850
232.0
160
44.00
56.00
25.28
2700
300.0
180
50.60
64.40
30.09
3820
382.0
200
58.80
74.80
35.10
5380
490.0
220
66.40
84.60
40.66
7200
600.0
240
75.80
96.60
46.40
9640
742.0
260
83.60
106.60
50.00
12560
896.0
280
92.40
117.60
53.60
16060
1070
300
119.00
151.60
79.80
21740
1358
320
121.20
154.60
89.04
25680
1468
350
126.20
160.80
93.96
31520
1658
380
143.60
183.00
101.92
40700
2040
400
N.A.= Section is not avilable with the specified configuration.
rx
cm
1.07
1.08
1.44
1.50
1.85
1.92
2.21
2.52
2.67
3.10
3.91
4.62
5.45
6.21
6.95
7.70
8.48
9.22
9.99
10.90
11.70
12.10
12.90
14.00
14.90
35
Iy
Sy
4
cm
5.00
53.75
15.23
71.84
33.08
102.3
65.46
167.8
136.9
243.5
380.0
603.5
862.4
1213
1673
2237
2963
3822
4893
5977
7257
9496
10070
11063
14451
3
cm
3.34
16.29
7.61
20.53
13.23
26.93
21.82
39.95
34.22
54.10
75.99
109.7
143.7
186.6
239.0
298.3
370.3
449.6
543.7
629.1
725.7
949.6
1007
1085
1314
ry
cm
1.06
2.22
1.44
2.41
1.83
2.68
2.25
3.05
2.83
3.33
3.75
4.21
4.60
5.03
5.47
5.89
6.29
6.72
7.12
7.49
7.86
7.91
8.07
8.29
8.89
Axis Y-Y (c=d)
Iy
Sy
4
cm
5.00
15.23
33.08
65.46
380.0
744.6
1250
1992
3035
4407
6266
8571
11570
14822
18782
28415
36390
45647
56779
3
cm
3.34
N.A.
7.61
N.A.
13.23
N.A.
21.82
N.A.
N.A.
N.A.
75.99
124.1
178.6
249.0
337.2
440.7
569.6
714.3
890.0
1059
1252
1776
2079
2402
2839
ry
cm
1.06
1.44
1.83
2.25
3.75
4.68
5.53
6.44
7.36
8.27
9.15
10.07
10.94
11.79
12.64
13.69
15.34
16.85
17.61
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
Flange
Weight
h
d
s
b
t
mm
mm
mm
mm
mm
kg/m`
210
200
5
140
5
212
200
5
140
Area
Aweb
2
2
Axis x-x
Ix
Sx
4
3
18.84
cm
24.0
cm
10.0
cm
1805
cm
172
6
21.04
26.8
10.0
2116
29.6
10.0
2434
Axis y-y
rx
cm
Iy
Sy
4
3
Surface Area
ry
cm
Um
-2
Ut
2
\
m 2/t
51.49
8.67
cm
228.9
cm
32.7
3.09
x10 m /m
97.00
200
8.89
274.6
39.2
3.20
97.40
46.30
227
9.07
320.3
45.8
3.29
97.80
42.09
214
200
5
140
7
23.24
260
250
5
140
5
20.80
26.5
12.5
2927
225
10.51
228.9
32.7
2.94
107.00
51.44
262
250
5
140
6
23.00
29.3
12.5
3404
260
10.78
274.7
39.2
3.06
107.40
46.69
264
250
5
140
7
25.20
32.1
12.5
3888
295
11.01
320.4
45.8
3.16
107.80
42.78
262
250
5
165
6
25.36
32.3
12.5
3896
297
10.98
449.5
54.5
3.73
117.40
46.30
264
250
5
165
7
27.95
35.6
12.5
4466
338
11.20
524.3
63.6
3.84
117.80
42.15
340
330
5
140
5
23.94
30.5
16.5
5426
319
13.34
229.0
32.7
2.74
123.00
51.37
342
330
5
140
6
26.14
33.3
16.5
6240
365
13.69
274.7
39.2
2.87
123.40
47.21
344
330
5
140
7
28.34
36.1
16.5
7063
411
13.99
320.5
45.8
2.98
123.80
43.69
342
330
5
165
6
28.50
36.3
16.5
7086
414
13.97
449.6
54.5
3.52
133.40
46.81
344
330
5
165
7
31.09
39.6
16.5
8057
468
14.26
524.4
63.6
3.64
133.80
43.04
346
330
5
165
8
33.68
42.9
16.5
9039
522
14.52
599.3
72.6
3.74
134.20
39.85
344
330
5
200
7
34.93
44.5
16.5
9448
549
14.57
933.7
93.4
4.58
147.80
42.31
346
330
5
200
8
38.07
48.5
16.5
10639
615
14.81
1067.0
106.7
4.69
148.20
38.93
36
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
h
d
Flange
s
b
t
mm
mm
mm
mm
mm
414
400
5
140
412
400
5
165
414
400
5
416
400
5
414
400
416
400
420
514
Weight
\
Area
Aweb
2
2
cm
cm
Axis x-x
Ix
Sx
4
3
20.0
cm
10784
cm
521
20.0
10827
526
43.1
20.0
12234
46.4
20.0
13655
37.68
48.0
20.0
40.82
52.0
20.0
10
47.10
60.0
7
38.94
49.6
165
7
41.68
165
8
44.27
6
200
7
6
200
8
500
6
200
500
6
250
500
6
250
Axis y-y
rx
cm
Iy
Sy
4
3
Surface Area
ry
cm
Um
-2
Ut
2
\
m 2/t
44.33
16.50
cm
320.6
cm
45.8
2.85
x10 m /m
137.80
16.49
449.7
54.5
3.36
147.40
47.18
591
16.85
524.6
63.6
3.49
147.80
43.68
656
17.15
599.4
72.7
3.59
148.20
40.69
14263
689
17.24
933.8
93.4
4.41
161.80
42.94
15985
769
17.53
1067.1
106.7
4.53
162.20
39.74
20.0
19480
928
18.02
1333.8
133.4
4.71
163.00
34.61
30.0
18846
733
19.49
321.0
45.9
2.54
157.60
40.48
53.1
30.0
21096
821
19.93
525.0
63.6
3.14
167.60
40.21
56.4
30.0
23284
902
20.32
599.9
72.7
3.26
168.00
37.95
45.53
58.0
30.0
24245
943
20.45
934.2
93.4
4.01
181.60
39.89
48.67
62.0
30.0
26897
1043
20.83
1067.6
106.8
4.15
182.00
37.39
10
54.95
70.0
30.0
32263
1241
21.47
1334.2
133.4
4.37
182.80
33.27
10
62.80
80.0
30.0
38767
1491
22.01
2605.1
208.4
5.71
202.80
32.29
12
70.65
90.0
30.0
45579
1740
22.50
3125.9
250.1
5.89
203.60
28.82
7
kg/m
31.09
39.6
6
31.24
39.8
165
7
33.83
165
8
36.42
5
200
7
5
200
8
400
5
200
500
6
140
514
500
6
516
500
6
514
500
516
500
420
520
524
37
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
h
d
Flange
s
b
t
Weight
Area
Aweb
2
2
Axis x-x
Ix
Sx
4
3
Surface Area
Axis y-y
rx
Iy
Sy
cm
cm
4
cm
mm
mm
mm
mm
mm
kg/m`
cm
614
600
7
165
7
51.10
65.1
42.0
33879
1104
22.81
526
614
600
7
200
7
54.95
70.0
42.0
38393
1251
23.42
616
600
7
200
8
58.09
74.0
42.0
42175
1369
620
600
7
200
10
64.37
82.0
42.0
49813
620
600
7
250
10
72.22
92.0
42.0
624
600
7
250
12
80.07
102.0
624
600
7
330
12
95.14
121.2
674
660
7
165
7
54.40
676
660
7
165
8
674
660
7
200
676
660
7
680
660
680
660
684
680
3
ry
Um
-2
Ut
2
\
m 2/t
cm
x10 m /m
64
2.84
187.40
36.67
935
94
3.65
201.40
36.65
23.87
1068
107
3.80
201.80
34.74
1607
24.65
1335
134
4.03
202.60
31.47
59117
1907
25.35
2606
208
5.32
222.60
30.82
42.0
68789
2205
25.97
3127
250
5.54
223.40
27.90
42.0
86769
2781
26.76
7189
436
7.70
255.40
26.84
69.3
46.2
42464
1260
24.75
526
64
2.75
199.40
36.65
56.99
72.6
46.2
46223
1368
25.23
601
73
2.88
199.80
35.06
7
58.25
74.2
46.2
47914
1422
25.41
935
94
3.55
213.40
36.64
200
8
61.39
78.2
46.2
52470
1552
25.90
1069
107
3.70
213.80
34.83
7
200
10
67.67
86.2
46.2
61664
1814
26.75
1335
134
3.94
214.60
31.71
7
250
10
75.52
96.2
46.2
72887
2144
27.53
2606
208
5.20
234.60
31.07
660
7
250
12
83.37
106.2
46.2
84515
2471
28.21
3127
250
5.43
235.40
28.24
660
7
330
10
88.08
112.2
46.2
90845
2672
28.45
5991
363
7.31
266.60
30.27
cm
cm
38
cm
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
h
mm
764
766
770
770
774
770
774
764
766
770
770
774
770
774
d
mm
750
750
750
750
750
750
750
750
750
750
750
750
750
750
Flange
s
mm
7
7
7
7
7
7
7
8
8
8
8
8
8
8
b
mm
200
200
200
250
250
330
330
200
200
200
250
250
330
330
t
mm
7
8
10
10
12
10
12
7
8
10
10
12
10
12
Weight
Area
Aweb
kg/m`
63.19
66.33
72.61
80.46
88.31
93.02
103.38
69.08
72.22
78.50
86.35
94.20
98.91
109.27
2
2
cm
80.5
84.5
92.5
102.5
112.5
118.5
131.7
88.0
92.0
100.0
110.0
120.0
126.0
139.2
Axis x-x
Sx
Ix
4
cm
52.5
52.5
52.5
52.5
52.5
52.5
52.5
60.0
60.0
60.0
60.0
60.0
60.0
60.0
cm
64724
70576
82373
96814
111713
119919
139586
68240
74092
85888
100329
115229
123435
143102
39
3
cm
1694
1843
2140
2515
2887
3115
3607
1786
1935
2231
2606
2977
3206
3698
Axis y-y
rx
cm
28.36
28.90
29.84
30.73
31.51
31.81
32.56
27.85
28.38
29.31
30.20
30.99
31.30
32.06
Iy
Sy
4
cm
935.5
1068.8
1335.5
2606.3
3127.1
5991.6
7189.5
936.5
1069.9
1336.5
2607.4
3128.2
5992.7
7190.6
3
cm
93.5
106.9
133.5
208.5
250.2
363.1
435.7
93.7
107.0
133.7
208.6
250.3
363.2
435.8
Surface Area
ry
cm
3.41
3.56
3.80
5.04
5.27
7.11
7.39
3.26
3.41
3.66
4.87
5.11
6.90
7.19
Um
-2
Ut
2
\
x10 m /m
231.40
231.80
232.60
252.60
253.40
284.60
285.40
231.20
231.60
232.40
252.40
253.20
284.40
285.20
m2/t
36.62
34.95
32.03
31.39
28.69
30.59
27.61
33.47
32.07
29.61
29.23
26.88
28.75
26.10
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
h
mm
814
816
820
820
824
824
828
814
816
820
820
824
824
828
d
mm
800
800
800
800
800
800
800
800
800
800
800
800
800
800
Flange
s
mm
7
7
7
7
7
7
7
8
8
8
8
8
8
8
b
mm
200
200
200
250
250
330
330
200
200
200
250
250
330
330
t
mm
7
8
10
10
12
12
14
7
8
10
10
12
12
14
Weight
Area
Aweb
kg/m`
65.94
69.08
75.36
83.21
91.06
106.13
116.49
72.22
75.36
81.64
89.49
97.34
112.41
122.77
2
2
cm
84.0
88.0
96.0
106.0
116.0
135.2
148.4
92.0
96.0
104.0
114.0
124.0
143.2
156.4
cm
56.0
56.0
56.0
56.0
56.0
56.0
56.0
64.0
64.0
64.0
64.0
64.0
64.0
64.0
40
Axis x-x
Sx
Ix
4
cm
75455
82097
95480
111883
128775
160426
182941
79722
86364
99747
116150
133042
164693
187208
3
cm
1854
2012
2329
2729
3126
3894
4419
1959
2117
2433
2833
3229
3997
4522
Axis y-y
rx
cm
29.97
30.54
31.54
32.49
33.32
34.45
35.11
29.44
29.99
30.97
31.92
32.76
33.91
34.60
Iy
Sy
4
cm
935.6
1069.0
1335.6
2606.5
3127.3
7189.7
8387.6
936.7
1070.1
1336.7
2607.6
3128.4
7190.8
8388.7
3
cm
93.6
106.9
133.6
208.5
250.2
435.7
508.3
93.7
107.0
133.7
208.6
250.3
435.8
508.4
Surface Area
ry
cm
3.34
3.49
3.73
4.96
5.19
7.29
7.52
3.19
3.34
3.59
4.78
5.02
7.09
7.32
Um
-2
Ut
2
\
x10 m /m
241.40
241.80
242.60
262.60
263.40
295.40
296.20
241.20
241.60
242.40
262.40
263.20
295.20
296.00
2
m /t
36.61
35.00
32.19
31.56
28.93
27.83
25.43
33.40
32.06
29.69
29.32
27.04
26.26
24.11
M.Korashy
x
d
SYMMETRICAL WELDED I- SECTIONS
h
Y
b
x
S
t
Y
Web
depth
h
mm
1014
1016
1020
1020
1024
1020
1024
1028
d
mm
1000
1000
1000
1000
1000
1000
1000
1000
Flange
s
mm
10
10
10
10
10
10
10
10
b
mm
200
200
200
250
250
330
330
330
t
mm
7
8
10
10
12
10
12
14
Weight
Area
Aweb
kg/m`
100.48
103.62
109.90
117.75
125.60
130.31
140.67
151.03
2
2
cm
128.0
132.0
140.0
150.0
160.0
166.0
179.2
192.4
Axis x-x
Ix
Sx
4
cm
154318
164620
185347
210850
236962
251655
286123
320862
cm
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
41
3
cm
3044
3241
3634
4134
4628
4934
5588
6242
Surface Area
Axis y-y
rx
cm
34.72
35.31
36.39
37.49
38.48
38.94
39.96
40.84
Iy
Sy
4
cm
941.7
1075.0
1341.7
2612.5
3133.3
5997.8
7195.7
8393.6
3
cm
94.2
107.5
134.2
209.0
250.7
363.5
436.1
508.7
ry
cm
2.71
2.85
3.10
4.17
4.43
6.01
6.34
6.60
Um
-2
Ut
2
x10 m /m
280.80
281.20
282.00
302.00
302.80
334.00
334.80
335.60
\
m2/t
27.95
27.14
25.66
25.65
24.11
25.63
23.80
22.22
M.Korashy
Y
b1
t
UNSYMMETRICAL WELDED I-SECTIONS
x
h
d
x
ex
S
t
b2
Y
depth
h
mm
224
224
274
274
324
324
354
354
358
358
428
428
432
432
532
532
536
536
540
Flange
Web
Weight
Area
Aweb
mm mm mm mm mm kg/m`
27.63
200 5 140 70 12
36.11
200 5 200 100 12
29.59
250 5 140 70 12
46.55
250 5 250 140 12
40.04
300 5 200 100 12
48.51
300 5 250 140 12
41.21
330 5 200 100 12
49.69
330 5 250 140 12
61.31
330 5 300 140 14
67.35
330 5 330 165 14
58.56
400 5 250 140 14
66.80
400 5 300 165 14
77.87
400 5 330 165 16
91.06
400 5 400 200 16
68.61
500 5 250 140 16
78.03
500 5 300 165 16
89.57
500 5 330 165 18
500 5 400 200 18 104.41
500 5 500 250 20 137.38
2
2
d
s
b1
b2
t
cm
35.2
46.0
37.7
59.3
51.0
61.8
52.5
63.3
78.1
85.8
74.6
85.1
99.2
116.0
87.4
99.4
114.1
133.0
175.0
cm
10.0
10.0
12.5
12.5
15.0
15.0
16.5
16.5
16.5
16.5
20.0
20.0
20.0
20.0
25.0
25.0
25.0
25.0
25.0
Axis x-x
Ix
Sxt
4
cm
2943
4031
4657
8184
9203
11834
11226
14383
17831
20171
24709
28773
33909
40401
44398
51623
59816
71148
97001
3
cm
339
478
432
759
735
920
814
1018
1375
1520
1443
1712
2111
2547
2074
2459
2982
3595
4956
Sxb
3
cm
214
289
280
493
463
606
520
676
781
895
962
1107
1250
1478
1396
1603
1783
2104
2817
42
Surface Area
Axis y-y
rx
cm
9.14
9.36
11.11
11.75
13.43
13.84
14.62
15.07
15.11
15.33
18.20
18.39
18.49
18.66
22.54
22.79
22.90
23.13
23.54
ex
cm
13.73
13.97
16.62
16.62
19.87
19.53
21.61
21.27
22.83
22.53
25.67
26.00
27.14
27.34
31.80
32.21
33.54
33.81
34.43
Iy
Sy
4
cm
309
900
309
1837
900
1837
900
1837
3470
4717
2143
3674
5391
9600
2450
4199
6065
10801
23438
3
cm
44
90
44
147
90
147
90
147
231
286
171
245
327
480
196
280
368
540
938
ry
cm
2.96
4.42
2.86
5.57
4.20
5.45
4.14
5.39
6.67
7.41
5.36
6.57
7.37
9.10
5.29
6.50
7.29
9.01
11.57
Syupper flange
3
cm
39.20
80.00
39.20
125.00
80.00
125.00
80.00
125.00
210.00
254.10
145.83
210.00
290.40
426.67
166.67
240.00
326.70
480.00
833.33
Um
-2
Ut
2
\
x10 m /m
85.80
103.80
95.80
131.80
123.80
141.80
129.80
147.80
158.60
169.60
162.60
177.60
184.40
205.40
183.40
198.40
205.20
226.20
257.00
m2/t
31.05
28.75
32.37
28.31
30.92
29.23
31.50
29.74
25.87
25.18
27.77
26.59
23.68
22.56
26.73
25.43
22.91
21.67
18.71
M.Korashy
Y
b1
t
UNSYMMETRICAL WELDED I-SECTIONS
x
h
d
x
ex
S
t
b2
Y
depth
h
mm
632
636
636
640
640
696
700
700
704
704
786
786
790
794
1036
1040
1044
1044
Web
d
mm
600
600
600
600
600
660
660
660
660
660
750
750
750
750
1000
1000
1000
1000
s
mm
6
6
6
6
6
7
7
7
7
7
7
7
7
7
10
10
10
10
Flange
b1
mm
300
330
400
400
500
300
330
400
400
500
330
400
400
500
330
400
400
500
Weight
Area
Aweb
mm mm kg/m`
86.66
165 16
98.20
165 18
200 18 113.04
250 20 130.31
250 20 146.01
165 18 101.97
165 20 113.98
200 20 130.47
250 22 148.52
250 22 165.79
165 18 111.16
200 18 125.99
250 20 143.26
250 22 170.74
165 18 148.44
200 20 172.70
250 22 190.76
250 22 208.03
2
2
b2
t
cm
110.4
125.1
144.0
166.0
186.0
129.9
145.2
166.2
189.2
211.2
141.6
160.5
182.5
217.5
189.1
220.0
243.0
265.0
cm
36.0
36.0
36.0
36.0
36.0
46.2
46.2
46.2
46.2
46.2
52.5
52.5
52.5
52.5
100.0
100.0
100.0
100.0
Axis x-x
Ix
Sxt
4
cm
77386
89165
105355
130563
142083
107758
122578
144402
176417
192046
146831
171984
210035
249797
302113
376577
445092
484442
3
cm
3026
3645
4376
4946
6004
3787
4495
5385
6031
7297
4699
5604
6332
8344
6897
8814
9834
11647
Sxb
3
cm
2057
2278
2666
3472
3523
2619
2869
3344
4287
4357
3101
3590
4583
5050
5053
6146
7526
7713
43
Axis y-y
rx
cm
26.48
26.70
27.05
28.05
27.64
28.80
29.06
29.48
30.54
30.15
32.20
32.73
33.92
33.89
39.97
41.37
42.80
42.76
ex
cm
37.63
39.14
39.53
37.60
40.33
41.14
42.73
43.18
41.15
44.08
47.35
47.91
45.83
49.46
59.79
61.27
59.14
62.81
Iy
Sy
4
cm
4200
6065
10801
13272
23439
4726
6740
12002
14600
25783
6067
10802
13273
25783
6073
12008
14606
25790
3
cm
280
368
540
664
938
315
408
600
730
1031
368
540
664
1031
368
600
730
1032
ry
cm
6.17
6.96
8.66
8.94
11.23
6.03
6.81
8.50
8.78
11.05
6.55
8.20
8.53
10.89
5.67
7.39
7.75
9.87
Surface Area
Sy upper flange
3
cm
240
327
480
533
833
270
363
533
587
917
327
480
533
917
327
533
587
917
Um
-2
Ut
2
\
x10 m /m
218.20
225.00
246.00
256.80
276.80
230.80
237.60
258.60
269.40
289.40
254.80
275.80
286.60
307.40
304.20
326.00
336.80
356.80
m2/t
25.18
22.91
21.76
19.71
18.96
22.63
20.85
19.82
18.14
17.46
22.92
21.89
20.01
18.00
20.49
18.88
17.66
17.15
M.Korashy
Y
CHANNEL (U.P.N.)
BUILT-UP SECTION
IPE +Channel (U.P.N.)
X
IPE
ex
X
Y
IPE
NO.
200
220
240
270
300
330
CHANNEL Weight
NO.
kg/m\
41.20
160
44.40
180
47.70
200
45.00
160
48.20
180
55.60
220
52.70
180
56.00
200
63.90
240
61.40
200
69.30
240
77.90
280
67.50
200
75.40
240
88.40
300
78.50
220
87.00
260
108.60
320
Area
2
cm
52.50
56.50
60.70
57.40
61.40
70.80
67.10
71.30
81.40
78.10
88.20
99.20
86.00
96.10
112.60
100.00
110.90
138.40
Aweb
cm
2
10.25
11.89
13.66
16.47
19.78
23.03
AXIS X-X
Ix
Sxb
4
cm
3060
3168
3269
4227
4371
4648
5935
6113
6473
8820
9325
9600
12366
13066
13825
17419
18336
20393
3
cm
217
220
223
279
282
288
359
362
368
474
482
484
613
621
630
784
794
820
Sxt
3
cm
458
495
531
556
599
689
719
768
877
952
1086
1173
1159
1318
1527
1490
1681
2142
44
rx
cm
7.63
7.49
7.34
8.58
8.44
8.10
9.41
9.26
8.92
10.63
10.28
9.84
11.99
11.66
11.08
13.20
12.86
12.14
eX
cm
14.07
14.40
14.69
15.14
15.51
16.16
16.54
16.90
17.57
18.59
19.36
19.82
20.18
21.04
21.95
22.21
23.09
24.88
Iy
AXIS Y-Y
ry
Iy upper flange
Sy
4
cm
1067
1492
2052
1130
1555
2895
1634
2194
3884
2330
4020
6700
2514
4204
8634
3478
5608
11658
3
cm
133.38
165.78
205.20
141.25
172.78
263.18
181.56
219.40
323.67
233.00
335.00
478.57
251.40
350.33
575.60
316.18
431.38
728.63
cm
4.51
5.14
5.81
4.44
5.03
6.39
4.93
5.55
6.91
5.46
6.75
8.22
5.41
6.61
8.76
5.90
7.11
9.18
4
cm
996
1421
1981
1028
1453
2793
1492
2052
3742
2120
3810
6490
2212
3902
8332
3084
5214
11264
Sy upper fLange
cm3
124.50
157.89
198.10
128.44
161.39
253.86
165.78
205.20
311.83
212.00
317.50
463.57
221.20
325.17
555.47
280.36
401.08
704.00
M.Korashy
Y
CHANNEL (U.P.N.)
BUILT-UP SECTION
IPE +Channel (U.P.N.)
X
IPE
ex
X
Y
IPE
NO.
360
400
450
500
550
600
CHANNEL Weight
NO.
kg/m\
90.30
240
98.90
280
117.70
350
99.50
240
125.80
320
138.10
400
115.50
260
137.10
320
149.40
400
128.60
260
150.20
320
162.50
400
147.80
280
165.50
320
177.80
400
168.20
300
182.60
350
193.80
400
Area
2
cm
115.00
126.00
150.00
126.80
160.30
176.00
147.10
174.60
190.30
164.30
191.80
207.50
187.30
209.80
225.50
214.80
233.30
247.50
Aweb
cm
2
26.77
32.08
39.56
47.74
57.23
67.44
Ix
Sxb
4
cm
23994
24800
27667
33256
37849
39420
48555
53797
56037
67574
74765
77899
92823
101204
105432
126776
136120
140596
3
cm
994
997
1034
1267
1310
1325
1649
1695
1713
2115
2173
2196
2665
2735
2764
3359
3437
3461
AXIS X-X
Sxt
3
cm
1875
2046
2600
2262
3025
3383
2932
3671
4096
3547
4399
4891
4385
5217
5778
5452
6246
6769
45
rx
cm
14.44
14.03
13.58
16.19
15.37
14.97
18.17
17.55
17.16
20.28
19.74
19.38
22.26
21.96
21.62
24.29
24.15
23.83
eX
cm
24.15
24.88
26.76
26.24
28.89
29.75
29.44
31.75
32.72
31.95
34.41
35.47
34.83
37.00
38.15
37.75
39.61
40.63
Iy
AXIS Y-Y
ry
Iy upper flange
Sy
4
cm
4640
7320
13880
4920
12190
21670
6500
12550
22030
6960
13010
22490
8950
13540
23020
11420
16230
23740
3
cm
386.67
522.86
793.14
410.00
761.88
1083.50
500.00
784.38
1101.50
535.38
813.13
1124.50
639.29
846.25
1151.00
761.33
927.43
1187.00
cm
6.35
7.62
9.62
6.23
8.72
11.10
6.65
8.48
10.76
6.51
8.24
10.41
6.91
8.03
10.10
7.29
8.34
9.79
4
cm
4120
6800
13360
4260
11530
21010
5660
11710
21190
5890
11940
21420
7615
12205
21685
9725
14535
22045
Sy upper fLange
cm3
343.33
485.71
763.43
355.00
720.63
1050.50
435.38
731.88
1059.50
453.08
746.25
1071.00
543.93
762.81
1084.25
648.33
830.57
1102.25
M.Korashy
COLD FORMED SECTIONS
UNSTIFFENED CHANNEL
LIPPED CHANNEL
STRAIGHT LIPPED Z-CHANNEL
INCLINED LIPPED Z-CHANNEL
46
M.Korashy
Yb
r
ey
x
h
UNSTIFFENED CHANNEL
(COLD FORMED SECTION)
x
t
Y
Dimensions
h
mm
30
40
40
50
50
60
65
70
80
100
120
140
160
180
200
200
60
60
80
80
80
80
80
100
100
100
120
140
160
180
b
mm
25
20
24
25
35
30
38
25
45
50
60
65
65
80
80
100
40
40
40
40
40
40
50
40
40
50
60
63
63
75
t
mm
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
3.6
4
2.25
2.5
3
4
5
3
4
5
4
4
4
4
r
mm
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
7.5
8
8
8
8
8
8
8
Weight
kg/m`
1.99
1.99
2.24
2.62
3.25
3.24
3.90
3.25
4.81
5.76
7.01
7.96
8.58
10.06
10.78
12.04
3.51
3.87
2.61
2.89
3.43
4.50
6.32
3.91
5.13
7.10
7.01
7.83
8.46
9.84
Area
2
cm
2.54
2.54
2.86
3.34
4.20
4.14
4.98
4.14
6.14
7.34
8.94
10.14
10.94
12.94
13.74
15.34
4.48
4.94
3.32
3.68
4.37
5.74
8.05
4.97
6.54
9.05
8.94
9.98
10.78
12.54
Axis X-X
Aweb
Sx
Ix
2
4
cm
0.88
1.28
1.28
1.68
1.68
2.08
2.28
2.48
2.88
3.68
4.48
5.28
6.08
6.88
7.68
7.68
1.90
2.08
1.70
1.88
2.22
2.88
3.50
2.82
3.68
4.50
4.48
5.28
6.08
6.88
cm
2.87
4.80
5.84
10.80
15.03
20.30
30.71
25.40
58.81
109.40
195.80
300.13
411.28
637.23
816.04
969.70
24.48
26.58
32.33
35.52
41.66
53.04
77.30
70.96
90.97
131.83
195.80
292.73
401.54
606.25
47
3
cm
1.91
2.40
2.92
4.32
6.01
6.77
9.45
7.26
14.70
21.88
32.63
42.88
51.41
70.80
81.60
96.97
8.16
8.86
8.08
8.88
10.42
13.26
19.33
14.19
18.19
26.37
32.63
41.82
50.19
67.36
Axis Y-Y
rx
cm
1.06
1.38
1.43
1.80
1.91
2.22
2.48
2.48
3.10
3.86
4.68
5.44
6.13
7.02
7.71
7.95
2.34
2.32
3.12
3.11
3.09
3.04
3.10
3.78
3.73
3.82
4.68
5.42
6.10
6.95
Iy
Sy
4
cm
1.28
0.73
1.35
1.73
4.78
3.29
6.82
2.00
12.05
17.67
31.50
41.54
43.37
80.45
83.13
154.37
7.02
7.64
5.24
5.75
6.75
8.60
19.55
7.31
9.33
21.32
31.50
38.05
39.70
67.20
3
cm
0.89
0.58
0.90
1.05
2.14
1.62
2.68
1.13
3.91
5.00
7.34
8.78
8.95
13.60
13.80
21.17
2.66
2.92
1.83
2.02
2.39
3.09
5.85
2.48
3.21
6.10
7.35
8.27
8.43
12.01
ry
ey
cm
0.71
0.54
0.69
0.72
1.07
0.89
1.17
0.70
1.40
1.56
1.88
2.02
1.99
2.49
2.46
3.17
1.25
1.24
1.26
1.25
1.24
1.22
1.56
1.21
1.19
1.53
1.88
1.95
1.92
2.32
cm
1.06
0.73
0.90
0.85
1.27
0.97
1.25
0.73
1.41
1.46
1.71
1.77
1.65
2.09
1.98
2.71
1.36
1.38
1.14
1.15
1.18
1.22
1.66
1.05
1.09
1.51
1.71
1.70
1.59
1.90
M.Korashy
Yb
ey
h
LIPPED CHANNEL
(COLD FORMED SECTION)
d
r
x
x
t
Y
Dimensions
h
mm
100
140
160
160
160
160
160
180
180
100
200
250
185
185
185
185
215
215
215
215
b
mm
40
70
70
80
80
80
80
80
80
50
60
70
60
60
60
60
60
60
60
60
d
mm
15
30
30
34
34
30
35
25
25
20
20
20
25
26.4
27.7
29.1
25
26.4
27.7
29.1
t
mm
3
3
3
3
3.65
4
4
3.6
4
2
2
2
1.5
2
2.5
3
1.5
2
2.5
3
r
mm
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
Weight
kg/m`
4.28
7.34
7.81
8.47
10.21
10.89
11.20
10.14
11.20
3.40
5.28
6.38
3.93
5.25
6.56
7.89
4.29
5.72
7.15
8.59
Area
2
cm
5.45
9.35
9.95
10.79
13.01
13.87
14.27
12.91
14.27
4.33
6.73
8.13
5.00
6.69
8.36
10.05
5.46
7.29
9.11
10.95
Aweb
2
cm
2.82
4.02
4.62
4.62
5.57
6.08
6.08
6.22
6.88
1.92
3.92
4.92
2.73
3.62
4.50
5.37
3.18
4.22
5.25
6.27
48
Axis X-X
Sx
Ix
4
cm
76.88
280.23
384.69
427.20
510.03
545.86
554.90
642.27
705.60
65.92
386.55
723.51
251.81
333.19
412.99
491.57
360.67
477.98
593.41
707.49
Axis Y-Y
rx
3
cm
15.38
40.03
48.09
53.40
63.75
68.23
69.36
71.36
78.40
13.18
38.66
57.88
27.22
36.02
44.65
53.14
33.55
44.46
55.20
65.81
cm
3.76
5.47
6.22
6.29
6.26
6.27
6.24
7.05
7.03
3.90
7.58
9.43
7.09
7.06
7.03
7.00
8.13
8.10
8.07
8.04
Iy
Sy
4
cm
10.41
67.30
70.80
103.10
121.93
124.07
133.39
109.29
119.15
15.36
30.47
47.56
25.60
34.09
42.46
50.82
26.86
35.79
44.59
53.41
3
cm
3.84
15.44
15.70
20.68
24.46
24.35
26.90
20.30
22.13
4.85
6.96
9.05
6.12
8.22
10.32
12.46
6.21
8.34
10.47
12.64
ry
ey
cm
1.38
2.68
2.67
3.09
3.06
2.99
3.06
2.91
2.89
1.88
2.13
2.42
2.26
2.26
2.25
2.25
2.22
2.21
2.21
2.21
cm
1.29
2.64
2.49
3.01
3.01
2.90
3.04
2.62
2.62
1.84
1.62
1.74
1.82
1.85
1.89
1.92
1.67
1.70
1.74
1.78
M.Korashy
Y
b
STRAIGHT LIPPED Z-SECTION
(COLD FORMED SECTION)
d
r
h
t
x
x
t
Y
h
mm
100
150
150
200
200
250
250
b
mm
50
60
60
60
60
70
70
Dimensions
d
mm
20
20
20
20
20
20
20
t
mm
2
2
2.5
2
2.5
2
2.5
r
mm
8
8
8
8
8
8
8
Weight
Area
Aweb
kg/m`
3.40
4.50
5.58
5.28
6.56
6.38
7.93
cm2
4.33
5.73
7.10
6.73
8.35
8.13
10.10
cm2
1.92
2.92
3.63
3.92
4.88
4.92
6.13
Ix
Axis X-X
Sx
cm4
65.92
195.22
239.74
386.55
475.94
723.51
893.12
cm3
13.18
26.03
31.97
38.65
47.59
57.88
71.45
Y
rx
cm
3.90
5.84
5.81
7.58
7.55
9.43
9.40
cm4
28.40
46.04
55.66
46.04
55.66
69.53
84.41
cm3
5.80
7.80
9.47
7.80
9.47
10.08
12.28
Iy
Axis Y-Y
Sy
ry
cm
2.56
2.83
2.80
2.62
2.58
2.92
2.89
b
d
r
INCLINED LIPPED Z-SECTION
(COLD FORMED SECTION)
Iy
Axis Y-Y
Sy
h
t
x
x
12
0°
Y
h
mm
185
185
185
185
215
215
215
215
b
mm
60
60
60
60
60
60
60
60
Dimensions
d
mm
20.8
21.8
22.8
23.8
20.8
21.8
22.8
23.8
t
mm
1.5
2
2.5
3
1.5
2
2.5
3
r
mm
8
8
8
8
8
8
8
8
Weight
kg/m`
3.83
5.10
6.37
7.64
4.19
5.58
6.96
8.34
Aweb
Area
2
2
cm
4.88
6.50
8.12
9.73
5.33
7.10
8.87
10.63
cm
2.73
3.62
4.50
5.37
3.18
4.22
5.25
6.27
49
Axis X-X
Sx
Ix
4
cm
246.10
325.13
402.66
478.65
352.12
465.85
577.73
687.74
3
cm
26.60
35.15
43.53
51.75
32.76
43.33
53.74
63.98
rx
cm
7.10
7.07
7.04
7.01
8.13
8.10
8.07
8.04
4
cm
37.66
50.12
62.53
74.88
37.66
50.12
62.53
74.88
3
cm
6.36
8.50
10.64
12.80
6.36
8.50
10.64
12.80
ry
cm
2.78
2.78
2.78
2.77
2.66
2.66
2.66
2.65
M.Korashy
COMBINED COLD FORMED SECTIONS
TWO CHANNELS BACK TO BACK
TWO CHANNELS TOE TO TOE
50
M.Korashy
b
Y
r
TWO CHANNELS (Cold Formed)
BACK to BACK
X
t
h
X
tG
Y
Dimensions
Weight
Area
Aweb
Axis Y-Y
Axis X-X
Ix
Sx
rx
Iy
Sy
ry
Sy
Iy
tG = 8 mm
ry
Sy
Iy
tG = 10 mm
ry
tG = 12 mm
h
b
t
r
kg/m`
cm2
cm2
cm4
cm3
cm
30
25
4
8
3.98
5.08
1.76
5.74
3.82
1.06
13.39
4.62
1.62
14.92
4.97
1.71
16.56
5.34
1.81
40
20
4
8
3.98
5.08
2.56
9.60
4.80
1.38
7.95
3.31
1.25
9.15
3.66
1.34
10.45
4.02
1.43
40
24
4
8
4.48
5.72
2.56
11.68
5.84
1.43
12.37
4.42
1.47
13.91
4.80
1.56
15.57
5.19
1.65
50
25
4
8
5.24
6.68
3.36
21.60
8.64
1.80
13.90
4.79
1.44
15.63
5.21
1.53
17.50
5.65
1.62
50
35
4
8
6.50
8.40
3.36
30.06
12.02
1.91
32.99
8.46
1.98
35.88
8.97
2.07
38.93
9.50
2.15
60
30
4
8
6.48
8.28
4.16
40.60
13.54
2.22
22.12
6.51
1.63
24.47
6.99
1.72
26.99
7.50
1.81
65
38
4
8
7.80
9.96
4.56
61.42
18.90
2.48
40.76
9.70
2.02
44.14
10.27
2.11
47.73
10.85
2.19
70
25
4
8
6.50
8.28
4.96
50.80
14.52
2.48
14.57
5.03
1.33
16.53
5.51
1.41
18.65
6.01
1.50
80
45
4
8
9.62
12.28
5.76
117.62
29.40
3.10
64.33
13.13
2.29
68.90
13.78
2.37
73.71
14.45
2.45
100
50
4
8
11.52
14.68
7.36
218.80
43.76
3.86
86.13
15.95
2.42
91.73
16.68
2.50
97.64
17.44
2.58
120
60
4
8
14.02
17.88
8.96
391.60
65.26
4.68
142.60
22.28
2.82
150.33
23.13
2.90
158.41
24.00
2.98
140
65
4
8
15.92
20.28
10.56
600.26
85.76
5.44
178.58
25.88
2.97
187.58
26.80
3.04
196.99
27.75
3.12
160
65
4
8
17.16
21.88
12.16
822.56 102.82
6.13
178.69
25.90
2.86
187.88
26.84
2.93
197.51
27.82
3.00
180
80
4
8
20.12
25.88
13.76
1274.5 141.60
7.02
321.36
38.26
3.52
334.51
39.35
3.60
348.17
40.48
3.67
200
80
4
8
21.56
27.48
15.36
1632.1 163.20
7.71
321.92
38.32
3.42
335.27
39.44
3.49
349.18
40.60
3.56
200
100
4
8
24.08
30.68
15.36
1939.4 193.94
7.95
605.48
58.22
4.44
624.87
59.51
4.51
644.87
60.84
4.58
51
M.Korashy
b
Y
r
TWO CHANNELS BACK to BACK
(Cold Formed SECTION)
X
t
h
X
tG
Y
Dimensions
Weight
Area
Aweb
Axis Y-Y
Axis X-X
Ix
Sx
rx
Iy
Sy
ry
Sy
Iy
tG = 8 mm
ry
Sy
Iy
tG = 10 mm
ry
tG = 12 mm
h
b
t
r
kg/m`
cm2
cm2
cm4
cm3
cm
60
40
3.6
8
7.02
8.96
4.22
48.96
16.32
2.34
41.79
9.50
2.16
45.04
10.01
2.24
48.46
10.53
2.33
60
40
4
8
7.74
9.88
4.16
53.16
17.72
2.32
46.58
10.59
2.17
50.20
11.16
2.25
54.01
11.74
2.34
80
40
2.25
8
5.22
6.64
6.04
64.66
16.16
3.12
26.23
5.96
1.99
28.34
6.30
2.07
30.58
6.65
2.15
80
40
2.5
8
5.78
7.36
6.00
71.04
17.76
3.11
29.18
6.63
1.99
31.54
7.01
2.07
34.04
7.40
2.15
80
40
3
8
6.86
8.74
5.92
83.32
20.84
3.09
35.32
8.03
2.01
38.17
8.48
2.09
41.19
8.95
2.17
80
40
4
8
9.00
11.48
5.76
106.08
26.52
3.04
47.33
10.76
2.03
51.16
11.37
2.11
55.23
12.01
2.19
80
50
5
8
12.64
16.10
5.60
154.60
38.66
3.10
107.42
19.89
2.58
114.22
20.77
2.66
121.33
21.67
2.75
100
40
3
8
7.82
9.94
7.52
141.92
28.38
3.78
35.52
8.07
1.89
38.50
8.56
1.97
41.68
9.06
2.05
100
40
4
8
10.26
13.08
7.36
181.94
36.38
3.73
47.70
10.84
1.91
51.73
11.50
1.99
56.02
12.18
2.07
100
50
5
8
14.20
18.10
7.20
263.66
52.74
3.82
108.67
20.12
2.45
115.77
21.05
2.53
123.22
22.00
2.61
120
60
4
8
14.02
17.88
8.96
391.60
65.26
4.68
142.60
22.28
2.82
150.33
23.13
2.90
158.41
24.00
2.98
140
63
4
8
15.66
19.96
10.56
585.46
83.64
5.42
164.12
24.50
2.87
172.71
25.40
2.94
181.69
26.33
3.02
160
63
4
8
16.92
21.56
12.16
803.08 100.38
6.10
164.78
24.59
2.76
173.58
25.53
2.84
182.80
26.49
2.91
180
75
4
8
19.68
25.08
13.76
1212.5 134.72
6.95
267.07
33.81
3.26
278.86
34.86
3.33
291.15
35.94
3.41
52
M.Korashy
Y
c
r
TWO CHANNELS TOE to TOE
(COLD FORMED SECTION)
X
h
X
t
b
Y
Dimensions (mm)
Weight
Area
2
Axis x-x
Aweb
2
Sx
Ix
4
3
Axis y-y (toe to toe)
rx
Sy
Iy
4
3
ry
Axis y-y (c=h)
ry
Sy
Iy
4
3
h
b
t
r
kg/m`
cm
cm
cm
cm
cm
cm
cm
cm
30
25
4
8
3.99
5.08
1.76
5.74
3.82
1.06
13.09
5.24
1.61
40
20
4
8
3.99
5.08
2.56
9.60
4.80
1.38
9.65
4.83
1.38
40
24
4
8
4.49
5.72
2.56
11.68
5.84
1.43
15.57
6.49
1.65
50
25
4
8
5.24
6.68
3.36
21.60
8.64
1.80
21.65
8.66
1.80
50
35
4
8
6.59
8.40
3.36
30.06
12.02
1.91
51.33
14.67
2.47
60
30
4
8
6.50
8.28
4.16
40.60
13.54
2.22
40.70
13.57
2.22
65
38
4
8
7.82
9.96
4.56
61.42
18.90
2.48
78.40
20.63
2.81
70
25
4
8
6.50
8.28
4.96
50.80
14.52
2.48
29.94
11.98
1.90
67.53
19.29
2.86
80
45
4
8
9.64
12.28
5.76
117.62
29.40
3.10
141.35
31.41
3.39
106.48
26.62
2.94
100
50
4
8
11.52
14.68
7.36
218.80
43.76
3.86
219.30
43.86
3.87
219.30
43.86
3.87
120
60
4
8
14.04
17.88
8.96
391.60
65.26
4.68
392.07
65.34
4.68
392.07
65.34
4.68
140
65
4
8
15.92
20.28
10.56
600.26
85.76
5.44
536.80
82.58
5.14
637.80
91.11
5.61
160
65
4
8
17.18
21.88
12.16
822.56
102.82
6.13
601.41
92.52
5.24
969.00
121.12
6.65
180
80
4
8
20.32
25.88
13.76
1274.46
141.60
7.02
1064.84
133.10
6.41
1396.62
155.18
7.35
200
80
4
8
21.57
27.48
15.36
1632.08
163.20
7.71
1162.15
145.27
6.50
1933.78
193.38
8.39
200
100
4
8
24.08
30.68
15.36
1939.40
193.94
7.95
1939.20
193.92
7.95
1939.20
193.92
7.95
cm
cm
cm
N.A.
9.65
4.83
1.38
N.A.
21.65
8.66
1.80
N.A.
40.70
13.57
2.22
N.A.
N.A.= Section is not available with the specified configuration.
53
M.Korashy
Y
c
r
TWO CHANNELS (Cold Formed)
TOE to TOE
X
h
X
t
b
Y
Dimensions (mm)
Weight
Area
2
Axis x-x
Aweb
2
Ix
Sx
4
3
Axis y-y (toe to toe)
rx
Iy
Sy
4
3
ry
Axis y-y (c=h)
Iy
Sy
4
ry
3
h
b
t
r
kg/m`
cm
cm
cm
cm
cm
cm
cm
cm
60
40
3.6
8
7.03
8.96
4.22
48.96
16.32
2.34
76.49
19.12
2.92
60
40
4
8
7.76
9.88
4.16
53.16
17.72
2.32
83.10
20.78
2.90
80
40
2.25
8
5.21
6.64
6.04
64.66
16.16
3.12
64.79
16.20
3.12
64.79
16.20
3.12
80
40
2.5
8
5.78
7.36
6.00
71.04
17.76
3.11
71.28
17.82
3.11
71.28
17.82
3.11
80
40
3
8
6.86
8.74
5.92
83.32
20.84
3.09
83.00
20.75
3.08
83.00
20.75
3.08
80
40
4
8
9.01
11.48
5.76
106.08
26.52
3.04
105.92
26.48
3.04
105.92
26.48
3.04
80
50
5
8
12.64
16.10
5.60
154.60
38.66
3.10
218.71
43.74
3.69
100
40
3
8
7.80
9.94
7.52
141.92
28.38
3.78
101.12
25.28
3.19
169.71
33.94
4.13
100
40
4
8
10.27
13.08
7.36
181.94
36.38
3.73
129.42
32.36
3.15
218.63
43.73
4.09
100
50
5
8
14.21
18.10
7.20
263.66
52.74
3.82
263.10
52.62
3.81
263.10
52.62
3.81
120
60
4
8
14.04
17.88
8.96
391.60
65.26
4.68
392.07
65.34
4.68
392.07
65.34
4.68
19.96
10.56
585.46
83.64
5.42
498.45
79.12
5.00
636.78
90.97
5.65
cm
cm
cm
N.A.
N.A.
140
63
4
8
15.67
160
63
4
8
16.92
21.56
12.16
803.08
100.38
6.10
557.69
88.52
5.09
965.26
120.66
6.69
180
75
4
8
19.69
25.08
13.76
1212.50
134.72
6.95
920.91
122.79
6.06
1398.68
155.41
7.47
N.A.= Section is not available with the specified configuration.
54
M.Korashy
BOLTS
ORDINARY BOLTS
HIGH STRENGTH BOLTS
ANCHOR BOLTS
55
M.Korashy
m
Washer
e
ORDINARY BOLTS
r
n
Nut
Bolt
Head
l1
k
s
b
Nut
L
Bolt
Nominal Bolt Size
k
l1
b
Bolt
n
Dimensions
r
s
emin.
m
Nut
s
Dimensions
emin.
Hole Diameter
d1
mm
mm
mm
mm
mm
mm
mm
mm
mm
mm
M10
7.0
1.9
26.0
2.2
0.5
17.0
18.7
8.0
17.0
18.7
M12
8.0
2.5
19.5
2.5
0.6
19.0
20.9
10.0
19.0
20.9
M16
10.0
3.0
23.0
3.0
0.6
24.0
26.2
13.0
24.0
26.2
M20
13.0
4.0
26.0
3.5
0.8
30.0
32.9
16.0
30.0
39.5
M24
15.0
4.5
29.5
4.5
0.8
36.0
39.6
19.0
36.0
39.6
M27
17.0
4.5
32.5
4.5
1.0
41.0
45.2
22.0
41.0
45.2
M30
19.0
5.0
35.0
5.0
1.0
46.0
50.8
24.0
46.0
50.8
mm
12.0
14.0
18.0
22.0
26.0
30.0
33.0
56
M.Korashy
Grip Length
MINIMUM AND MAXIMUM GRIPS
FOR ORDINARY BOLTS, IN MILLIMETERS
Bolt Length = L
Nominal
Bolt Size
L
30
35
40
45
50
55
60
65
70
75
80
85
90
M10
M12
M16
M20
M24
M27
M30
Min.Grip Max. Grip Min.Grip Max. Grip Min.Grip Max. Grip Min.Grip Max. Grip Min.Grip Max. Grip Min.Grip Max. Grip Min.Grip Max. Grip
0
9
2
9
10
11
6
7
10
19
12
19
8
15
5
12
2
9
20
21
16
17
13
14
10
11
7
8
20
29
22
29
18
25
15
22
12
19
9
16
6
13
30
31
26
27
23
24
20
21
17
18
14
15
30
39
32
39
28
35
25
32
22
29
19
26
16
23
40
41
36
37
33
34
30
31
27
28
24
25
40
49
42
49
38
45
35
42
32
39
29
36
26
33
50
51
46
47
43
44
40
41
37
38
34
35
50
59
52
59
48
55
45
52
42
49
39
46
36
43
60
61
56
57
53
54
50
51
47
48
44
45
62
69
58
65
55
62
52
59
49
56
46
53
57
M.Korashy
S1
WASHERS FOR ORDINARY BOLTS
Plain Circular Washer
M10
M12
M16
M20
M24
M27
M30
11
21
8
14
24
8
18
30
8
22
37
8
26
44
8
30
50
8
33
56
8
d2
Nominal
Bolt Size
d2
mm
D
mm
S1
mm
d2
D
Nominal
Bolt Size
d2
mm
b
mm
c
mm
e
mm
f
mm
r=
0. 8
c
M10
M12
M16
M20
M24
M27
11
22
2
3.8
2.9
14
30
2.5
4.9
3.7
18
36
3
5.9
4.45
22
44
3.5
7
5.25
26
56
4
8.5
6.25
30
56
4
8.5
6.25
f
c
Bevelled Square Washers
For Channel Sections
e
b
d2
d2
Nominal
Bolt Size
d2
mm
b
mm
c
mm
e
mm
f
mm
r=
0. 8
c
M10
M12
M16
M20
M24
M27
11
22
1.5
4.6
3
14
30
2
6.2
4.1
18
36
2.5
7.5
5
22
44
3
9.2
6.1
26
56
3
10.8
6.9
30
56
3
10.8
6.9
58
e
c
Bevelled Square Washers
For IPN Sections
f
b
d2
d2
M.Korashy
s1
m
Washer
D
e
LARGE DIAMETER
ORDINARY BOLTS
r
Bolt
Head
k
n
Nut
s
b
l1
d2
Nut
L
Washer
Bolt
Nominal Bolt Size
M30
M33
M36
M39
k
mm
19
21
23
25
l1
30
33
36
39
mm
b
mm
4.5
4.5
5
5
Bolt
n
mm
66
72
78
84
Dimensions
r
mm
5
5
6
6
s
mm
46
50
55
60
emin.
50.8
55.4
60.8
66.4
mm
m
mm
24
26
29
31
Nut
s
mm
46
50
55
60
Dimensions
emin.
50.8
55.4
60.8
66.4
mm
D
mm
56
60
66
Washer
d2
mm
33
36
39
Dimensions
s1
mm
8
8
8
d1
33
36
39
42
Hole Diameter
mm
N.A. = Washer plates with appropriate thickness are used with these bolts size
M42
26
42
5.5
90
6.5
65
72.1
34
65
72.1
M45
28
45
5.5
96
6.5
70
77.7
36
70
77.7
M48
30
48
6.3
102
7.5
75
83.4
38
75
83.4
M52
33
52
6.3
116
7.5
80
89
42
80
89
51
55
N.A.
45
59
48
M.Korashy
HIGH STRENGTH BOLTS
F
Man ufacture's
identification mark
Thread
length
F
D
Transition
thread length
8S
5M
32
Grade marketing
Bolt length
H
BOLT
W
W
8S
3
8S
3
"S" STRUCTURAL NUT
N
N
3 DENOTES WEATHERING STEEL
NUT
DIMENSIONS
Heavy Hex Bolt or Nut Dimension
Nominal
Bolt
Size
mm
M16
M20
M22
M24
M27
M30
M36
Across Flats
F or W
Max.
mm
27
34
36
41
46
50
60
Min.
mm
26.2
33.0
35.0
40.0
45.0
49.0
58.8
Across Corners
F/ or W/
Max.
mm
31.18
39.26
41.57
47.34
53.12
57.74
69.28
Min.
mm
29.56
37.29
39.55
45.20
50.58
55.37
66.44
Heavy
Hex
Nut Max.
Height
N
Max.
Head
Height
H
mm
17.1
20.7
23.6
24.2
27.6
30.7
36.6
mm
10.75
13.40
14.90
15.90
17.90
19.75
23.55
60
Heavy Hex Strucural Bolt
Thread Length
Bolt
Lengths
<100
Bolt
Lengths
>100
Max.
Transition
Thread
Length
mm
31
36
38
41
44
49
56
mm
38
43
45
48
51
56
63
mm
6.0
7.5
7.5
9.0
9.0
10.5
12.0
M.Korashy
Grip Length
Nominal
Bolt Size
L
Bolt
Length
(mm)
45
50
55
60
65
70
75
80
85
90
95
100
110
120
130
140
150
M16
M20
M22
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
14
19
24
29
34
39
44
49
54
59
64
69
72
82
92
102
112
26
31
36
41
46
51
56
61
66
71
76
81
91
101
110
120
130
14
19
24
29
34
39
44
49
54
59
64
67
77
87
97
107
23
28
32
37
42
47
52
57
62
67
72
77
87
97
107
117
127
D
MINIMUM AND MAXIMUM GRIPS
FOR HIGH STRENGTH BOLTS
IN MILLIMETERS
Bolt Length = L
M24
Min.
Grip
Max.
Grip
17
22
27
32
37
42
47
52
57
62
65
75
85
95
105
20
25
29
34
39
44
49
59
59
64
69
74
84
94
104
114
124
M27
Min.
Grip
Max.
Grip
19
24
29
34
39
44
49
54
59
62
72
82
92
102
24
29
34
39
44
49
54
59
64
69
74
84
94
103
113
123
61
M30
Min.
Grip
Max.
Grip
21
26
31
36
41
46
51
56
59
69
79
89
99
25
30
35
40
45
50
55
60
65
70
80
90
100
110
120
M36
Min.
Grip
Max.
Grip
21
26
31
36
41
46
51
54
64
74
84
94
27
32
37
42
47
52
57
62
67
77
87
97
107
117
Min.
Grip
Max.
Grip
24
29
34
39
44
47
57
67
77
87
31
36
41
46
51
56
61
71
81
91
101
111
M.Korashy
Grip Length
D
MINIMUM AND MAXIMUM GRIPS
FOR HIGH STRENGTH BOLTS
IN MILLIMETERS
Bolt Length = L
Nominal
Bolt Size
L
Bolt
Length
(mm)
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
M16
M20
M22
M24
M27
M30
M36
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
Min.
Grip
Max.
Grip
122
132
142
152
162
172
182
192
202
212
222
232
242
252
262
138
148
158
168
178
188
198
208
218
228
238
248
258
268
278
117
127
137
147
157
167
177
187
197
207
217
227
237
247
257
135
145
155
165
175
185
195
205
215
225
235
245
255
265
275
115
125
135
145
155
165
175
185
195
205
215
225
235
245
255
132
142
152
162
172
182
192
202
212
222
232
242
252
262
272
112
122
132
142
152
162
172
182
192
202
212
222
232
242
252
131
141
151
161
171
181
191
201
211
221
231
241
251
261
271
109
119
129
139
149
159
169
179
189
199
209
219
229
239
249
128
138
148
158
168
178
188
198
208
218
228
238
248
258
268
104
114
124
134
144
154
164
174
184
194
204
214
224
234
244
125
135
145
155
165
175
185
195
205
215
225
235
245
255
265
97
107
117
127
137
147
157
167
177
187
197
207
217
227
237
119
129
139
149
159
169
179
189
199
209
219
229
239
249
259
62
M.Korashy
WASHERS FOR HIGH STRENGTH BOLTS
B
C
S
A
C
21 NI 2 EPOLS
A
U
SREHSAW RALUCRIC NIALP
SREH SA W ERAUQS DELLEVEB
Metric
Bolt
Size
M16
M20
M22
M24
M27
M30
M36
Outside Diameter
B (mm)
Max.
Min.
34
32.4
41
39.4
44
42.4
50
48.4
56
54.1
60
58.1
72
70.1
Hole Diameter
A (mm)
Max.
Min.
18.4
18
22.5
22
24.5
24
26.5
26
30.5
30
33.5
33
39.5
39
Thickness
T (mm)
Max.
Min.
4.6
3.1
4.6
3.1
4.6
3.4
4.6
3.4
4.6
3.4
4.6
3.4
4.6
3.4
Metric
Bolt
Size
M16
M20
M22
M24
M27
M30
M36
63
Width
C (mm)
Max.
Min.
45
43
45
43
45
43
45
43
59
57
59
57
59
57
T
Hole Diameter
A (mm)
Max.
Min.
18.4
18
22.5
22
24.5
24
26.5
26
30.5
30
33.5
33
39.5
39
Thickness
S (mm)
+0.5
11.7
11.7
11.7
11.7
12.8
12.8
12.8
T (mm)
8
8
8
8
8
8
8
U (mm)
+0.5
4.3
4.3
4.3
4.3
3.2
3.2
3.2
M.Korashy
56
B
D
ERECTION CLEARENCES
FOR IMPACT WRENCHES
EXTENSION BAR
A
160 to 380
C
E
70
75
F
20° for 20
15°for 22,24
50
Minimum Clearences
Light Wrenches
Heavy Wrenches
Size
16-24
24-36
C
377-356
375-438
D
54
64
Bolt Size
16
20
22
24
27
30
36
64
Sockets
A
80
85
90
95
100
110
130
B
45
54
57
60
70
75
90
Min. Clearence
E
F
25
28
30
34
32
36
34
38
38
42
41
45
48
52
M.Korashy
A
A
EMBEDMENT LENGTH
D
D
ANCHOR BOLTS
EMBEDEMENT STRAIGHT LENGTH
R
B
R
C
C
TYPICAL ANCHOR BOLT PROFILE
TYPICAL ANCHOR BOLT PROFILE
Bolt
Nominal Thread
Diameter Pitch
2.0
M16
2.5
M20
3.0
M24
3.5
M30
4.0
M36
Weight
A
B
C
D
R
kg
0.88
1.72
3.00
7.00
12.00
mm
400
500
600
900
1000
mm
110
140
170
240
400
mm
128
160
192
300
360
mm
100
125
125
150
200
mm
48
60
72
120
144
Total Embedment
Straight
Straight
Length
Length
mm
558
700
842
1265
1510
mm
633
775
917
1340
1635
65
Bolt
Nominal Thread
Bolt Size Pitch
2.5
M20
3.0
M25
3.0
M25
3.5
M32
3.5
M32
Weight
A
C
D
R
Total
Straight
Length
Embedment
Straight
Length
kg
1.48
2.90
3.30
8.00
8.53
mm
380
500
600
900
980
mm
160
180
180
240
240
mm
90
125
125
125
125
mm
60
75
75
128
128
mm
600
755
855
1272
1352
mm
330
400
540
840-780
890-840
M.Korashy
SAMPLE OF CORRUGATED SHEETS
SINGLE LAYER CORRUGATED SHEETS
SANDWITCH PANELS
METAL DECK PANELS
66
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS (St.52)
800 mm MODULE
Properties & Purlin Spacing
Panel
Nominal Nominal
Nominal
Weight
Area
Thickness
mm
0.5
0.6
0.7
2
kg/m
5.62
6.74
7.86
2
cm
7.16
8.59
10.02
Sxt
Ix
4
cm
16.19
22.53
28.94
3
cm
3.69
5.34
7.22
Live Load (kg/m2)
Sxb
3
cm
13.13
16.34
19.57
50
100
150
200
Allowable Purlin Spacing (cm)
345
415
485
67
245
295
345
200
240
280
170
200
240
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS (St.52)
900 mm MODULE
Properties & Purlin Spacing
Panel
Nominal Nominal
Nominal
Weight
Area
Thickness
mm
0.5
0.6
0.7
2
kg/m
4.99
5.99
6.99
2
cm
6.36
7.63
8.91
Sxt
Ix
Live Load (kg/m2)
Sxb
50
4
cm
4.05
5.13
6.15
3
cm
2.15
2.96
3.64
3
100
150
200
Allowable Purlin Spacing (cm)
265
185
150
130
310
220
180
155
345
240
200
170
cm
4.97
6.3
7.61
68
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS (St.52)
960 mm MODULE
Properties & Purlin Spacing
Panel
Nominal Nominal
Nominal
Weight
Area
Thickness
mm
0.5
0.6
0.7
kg/m
4.68
5.62
6.55
2
2
cm
5.96
7.16
8.35
Sxt
Ix
Live Load (kg/m2)
Sxb
50
4
cm
4.47
6.19
7.57
3
cm
1.39
2.07
2.84
3
100
150
200
Allowable Purlin Spacing (cm)
215
150
120
100
260
185
150
130
300
215
175
150
cm
7.79
9.74
11.76
69
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS (St.52)
1000 mm MODULE
Properties & Purlin Spacing
Panel
Nominal Nominal
Nominal
Weight
Area
Thickness
mm
0.5
0.6
0.7
2
kg/m
4.49
5.39
6.29
2
cm
5.73
6.87
8.02
Sxt
Ix
4
cm
3.8
5.16
6.48
3
cm
1.27
1.91
2.53
Live Load (kg/m2)
Sxb
50
100
150
200
Allowable Purlin Spacing (cm)
200
145
115
100
245
175
140
120
285
200
165
140
3
cm
6.53
8.3
10.13
70
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS (St.52)
1065 mm MODULE
Properties & Purlin Spacing
Panel
Nominal Nominal
Nominal
Weight
Area
Thickness
mm
0.5
0.6
0.7
2
kg/m
4.71
5.65
6.59
2
cm
6
7.2
8.39
Sxt
Ix
4
cm
4.86
6.45
7.75
3
cm
1.82
2.59
3.38
Live Load (kg/m2)
Sxb
50
100
150
200
Allowable Purlin Spacing (cm)
245
170
140
120
290
205
165
140
330
235
190
160
3
cm
6.91
8.66
10.35
71
M.Korashy
SINGLE LAYER CORRUGATED STEEL SHEETS
1065 mm MODULE
Properties & Purlin Spacing
Panel
Nominal
Nominal
Weight
Thicknes
mm
kg/m2
4.75
0.50
5.23
0.55
5.70
0.60
6.18
0.65
6.66
0.70
Ix
cm4
12.53
13.79
15.04
16.29
17.51
Live Load (kg/m2)
50
100
150
200
Allowable Purlin Spacing (cm)
240
170
140
125
250
180
150
130
260
190
155
135
270
195
160
140
275
205
170
145
72
M.Korashy
SANDWITCH ROOF PANELS
213
213
213
213
30
213
69
72
T
72
26
167
177.5
177.5
Ix
Sx
177.5
177.5
188
Properties
Panel
Nominal
Thickness
T (mm)
65
80
105
130
Weight
2
(kg/m )
(cm )
(cm3)
9.48
10.08
11.08
12.08
50.4
64.4
191.2
289.9
12
18.6
31
44.2
4
Allowable Uniform Loads (kg/m2)
Panel
Nominal
Thickness
T (mm)
65
80
105
130
Span in Meters
2.5
164
224
324
425
3
137
187
271
354
3.5
117
160
232
303
4
103
140
203
266
73
4.5
91
125
180
236
5
75
112
162
212
M.Korashy
SANDWITCH SIDE WALL PANELS
177.5
177.5
177.5
177.5
167
177.5
177.5
177.5
177.5
167
26
T
188
26
188
1065
Properties
Panel
Nominal
Thickness
(mm)
35
50
75
100
Weight
(kg/m2)
Ix
(cm4)
Sx
(cm3)
8.74
9.34
10.34
11.34
30.5
64.4
144.9
257.9
17.3
25.3
37.9
50.6
Allowable Uniform Loads (kg/m2)
Panel
Nominal
Thickness
(mm)
35
50
75
100
Span in Meters
2.5
140
200
301
401
3
117
167
251
334
3.5
100
143
215
286
4
88
125
188
251
4.5
76
110
166
222
74
5
62
90
135
180
M.Korashy
CORRUGATED STEEL DECKING
SHEETS FOR CONCRETE FLOOR SLABS
830
85
55
166
t
45
PROFILE OF STEEL DECKING
EFFECTIVE CHARACTERISTICS OF THE STEEL DECKING SHEET
Thickness t (mm)
Weight (kg/m2)
4
Moment of inertia (cm )
0.70
8.57
47.12
0.75
9.18
50.49
0.80
9.79
53.85
0.88
10.77
59.24
1.00
12.24
67.32
Sxb (cm3)
14.71
15.65
16.81
18.44
21.01
20.52
22.70
23.46
26.14
29.32
156.6
168.8
193.3
217.8
242.3
266.8
291.3
315.8
157
169.3
193.8
218.3
242.8
267.3
291.8
316.3
157.6
169.8
194.3
218.8
243.3
267.8
292.3
316.8
158.4
170.6
195.1
219.6
244.1
268.6
293.1
317.6
159.6
171.9
196.4
220.9
245.4
269.9
294.4
318.8
3
Weight
(kg/m2)
Total thickness
of the roof in (cm)
Sxt (cm )
9.5
10
11
12
13
14
15
16
75
M.Korashy
ACCESSORIES
76
M.Korashy
ACCESSORIES*
250
20
100
50
60
40
150
150
200
INSIDE GUTTER SECTION
OUTSIDE GUTTER SECTION
25
1 58
1 58
29 .2
190
154,63
180
10
25
400
100
170
100
VALLEY GUTTER
EAVE GUTTER
2 76
30
30
15
70
25
35
103
1: 10
50
250
50
15
PEAK CAP SHEET
CAP FLASHING
150
50
200
60
60
30
25
25
40
50
410
EXPANSION JOINT TRIM
50
EAVE &PEAK FASCIA
*Indicated dimensions may be altered to fit project requirements
77
M.Korashy
19
25
89
120
37
50
19
40
ACCESSORIES*
`
120
89
CORNER TRIM
40
CORNER TRIM
145
25
30
50
12
15
70
40
FRAMED OPENING TRIM
DRIP TRIM
30
29
,2
110
150
112
10
80
DOWN SPOUT
13
OASIS EAVE TRIM
*Indicated dimensions may be altered to fit project requirements
78
M.Korashy
CRANES
79
M.Korashy
LIGHT CAPACITY
SINGLE GIRDER
Span S
200 mm
g
X
200
mm
Wheel
loads in kg
a1
1135
1485
1810
1800 for S<10m
2500 for S<16m
3150 for S<20m
1135
1485
1810
H
a2
Wheel loads in kg
Capacity
ton
0.5
0.8
1.0
1.6
2.0
3.2
4.0
5.0
6.3
Wheel
Load
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
6
650
350
800
350
950
350
1200
400
1500
450
2200
600
2450
600
3000
750
3600
800
8
750
350
850
400
1000
400
1250
400
1600
450
2300
600
2550
600
3150
750
3800
800
10
800
400
900
400
1050
450
1300
450
1650
500
2400
650
2650
600
3300
750
3900
850
Span in Meters
12
14
850
900
450
500
950
1000
450
500
1150
1200
500
550
1400
1450
500
550
1750
1850
550
600
2500
2600
700
800
2800
2850
650
800
3400
3500
750
850
4000
4100
900
1000
80
16
950
550
1050
550
1250
600
1500
600
1900
650
2700
900
2900
900
3550
950
4350
1100
18
1050
700
1200
700
1400
750
1650
800
2050
850
2800
1000
3100
1000
3750
1100
4400
1300
20
1150
750
1200
750
1500
800
1700
850
2150
950
2900
1100
3200
1150
3900
1300
4500
1500
M.Korashy
LIGHT CAPACITY
SINGLE GIRDER
Dimensions
Capacity
Hmax.
S (up to)
g
a1
a2
ton
m
0.5
7.0
0.8
7.0
1.0
7.0
1.6
3.5
1.6
7.0
2.0
3.5
2.0
7.0
3.2
3.5
3.2
7.0
4.0
3.5
4.0
7.0
5.0
8.0
6.3
3.5
6.3
8.0
m
15.2
17.0
18.5
20.0
14.3
17.0
20.0
13.0
16.0
19.0
20.0
11.8
15.0
17.0
20.0
11.8
17.0
20.0
12.0
13.8
18.0
20.0
12.0
13.8
18.0
20.0
10.7
13.6
16.4
20.0
9.7
12.5
14.4
20.0
9.7
12.5
14.4
20.0
9.4
12.0
14.8
18.0
20.0
8.3
10.9
13.8
17.0
20.0
8.3
10.9
13.8
17.0
20.0
8.3
10.9
13.8
17.0
20.0
mm
850
950
950
1050
850
950
1050
850
950
1050
1150
825
925
1025
1125
1000
1100
1200
1300
825
925
1025
1125
1000
1100
1200
1300
1000
1100
1200
1300
1200
1300
1400
1500
1000
1100
1200
1300
1200
1300
1400
1500
1375
1475
1575
1675
1775
1150
1250
1350
1450
1550
1375
1475
1575
1675
1775
mm
600
600
600
775
600
600
775
600
600
775
1000
600
600
775
1000
650
650
800
1000
600
600
775
1000
650
650
800
1000
650
650
800
1000
850
850
850
1050
650
650
800
1000
850
850
850
1050
900
900
900
1050
1250
850
850
850
1000
1200
900
900
900
1050
1250
mm
525
600
600
775
525
600
775
525
600
775
1000
525
600
775
1000
600
600
800
1000
525
600
775
1000
600
600
800
1000
600
600
800
1000
700
700
800
1050
600
600
800
1000
700
700
800
1050
800
800
850
1050
1250
700
700
800
1000
1200
800
800
850
1050
1250
81
M.Korashy
NORMAL CAPACITY
DOUBLE GIRDER
Span S
b
g
X
b
a1
L
t
e1
d1
H
a2
Wheel loads in kg
Capacity
ton
Wheel
Load
2.0
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
3.2
4.0
5.0
6.3
8.0
10.0
12.5
16.0
20.0
25.0
Span in Meters
6
8
10
12
14
16
18
20
22
24
26
28
30
1450 1550 1600 1750 1900 2000 2150 2250 2950 3050 3350 3600 3900
450
500
500
600
750
800
950
1050 1700 1850 2100 2400 2300
2050 2200 2300 2400 2550 2650 2850 3100 3600 3900 4150 4300 4600
550
550
550
650
750
850
1000 1250 1750 2000 2250 2400 2700
2450 2550 2700 2800 3000 3150 3350 3550 4050 4300 4600 4850 5150
600
600
650
650
800
900
1100 1300 1750 2000 2250 2550 2800
2900 3100 3250 3400 3550 3750 3950 4150 4650 4850 5200 5400 5750
650
650
700
750
850
1000 1200 1350 1850 2000 2400 2550 2900
3550 3750 3900 4100 4250 4450 4700 4900 5350 5600 5900 6150 6450
750
700
750
850
950
1100 1300 1500 1900 2150 2400 2650 2900
4600 4850 5050 5250 5450 5700 6050 6300 6550 6800 7100 7500 7800
950
900
950
1000 1150 1300 1650 1800 2000 2250 2550 2900 3200
5550 5850 6100 6300 6600 6850 7150 7450 7650 7950 8350 8650 8950
1100 1050 1050 1150 1350 1500 1750 2000 2150 2400 2750 3050 3350
6500 6900 7200 7500 7800 8100 8400 8650 9000 9300 9700 10100 10550
1500 1400 1350 1450 1600 1750 1950 2150 2450 2700 3000 3400 3850
8350 8800 9200 9700 9900 10350 10600 11000 11300 11700 12150 12600 13000
1850 1600 1600 1800 1900 2050 2250 2550 2750 3100 3500 3900 4250
10300 10850 11300 11700 12000 12350 12750 13150 13550 14100 14400 15250 1550
2350 2100 2050 2050 2150 2300 2550 2850 3200 3650 3900 4650 4950
11900 12900 13600 14150 14600 15150 15550 16000 16550 16950
3950 3350 3050 2950 2950 3100 3250 3500 3900 4150
82
M.Korashy
NORMAL CAPACITY
DOUBLE GIRDER
Dimensions
Capacity
Hmax.
m
S (up to)
g
m
mm
12
0
20
50
3.5
25
-50
30
-50
2.0
12
150
20
150
7
25
50
30
50
12
150
20
150
3.5
25
50
30
50
3.2
12
300
20
300
7
25
200
30
200
12
150
20
150
3.5
25
50
30
50
4.0
12
300
20
300
7
25
200
30
200
12
350
16
350
8
5.0
20
350
25
300
30
300
12
200
16
200
3.5
20
200
25
100
30
100
6.3
12
300
16
300
8
20
300
25
200
30
200
16
100
20
100
3.5
25
100
30
100
8.0
16
450
20
450
12
25
450
30
450
16
200
20
200
4
25
200
30
200
10.0
16
450
20
450
12
25
450
30
450
14
-150
20
-150
4
25
-150
30
-250
12.5
14
50
20
50
6
25
50
30
-50
11
50
6
16.0
25
-50
30
-50
25
-50
6
20.0
30
-50
20
100
6
25.0
25
100
negative (g) dimensions = hook above crane rail
ton
a1
mm
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
750
900
1100
1100
750
750
900
1100
1100
750
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
750
900
1100
1100
900
900
1000
1100
900
900
1000
1100
900
900
900
900
900
1350
1350
a2
mm
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
900
900
900
900
900
900
900
900
900
900
900
900
900
1350
1350
83
e1
mm
2000
3150
4000
4560
2000
3150
4000
4560
2000
3150
4000
4560
2000
3150
4000
4560
2000
3150
4000
4560
2000
3150
4000
4560
2000
2500
3150
4000
4560
2000
2500
3150
4000
4560
2000
2500
3150
4000
4560
2500
3150
4000
4560
2500
3150
4000
4560
2500
3150
4000
4560
2500
3150
4000
4560
2500
3150
4000
4560
2500
3150
4000
4560
2500
4000
4560
4000
4560
4000
4000
L
mm
2470
3620
4560
5210
2470
3620
4560
5210
2470
3620
4560
5210
2470
3620
4560
5210
2470
3620
4560
5210
2470
3620
4560
5210
2470
2970
3620
4560
5210
2470
2970
3620
4560
5210
2470
2970
3620
4560
5210
3150
3800
4650
5210
3150
3800
4650
5210
3150
3800
4650
5210
3150
3800
4650
5210
3150
3800
4650
5350
3150
3800
4650
5350
3150
4790
5350
4790
5350
4790
4790
d1
mm
250
250
400
400
250
250
400
400
250
250
400
400
250
250
400
400
250
250
400
400
250
250
400
400
250
250
250
400
400
250
250
250
400
400
250
250
250
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
500
400
400
400
500
400
500
500
500
500
500
500
t
mm
1000
1400
2240
2800
1000
1400
2240
2800
1000
1400
2240
2800
1000
1400
2240
2800
1000
1400
2240
2800
1000
1400
2240
2800
1000
1400
1400
2240
2800
1000
1400
1400
2240
2800
1000
1400
1400
2240
2800
1400
1400
2240
2800
1400
1400
2240
2800
1400
1400
2240
2800
1400
1400
2240
2800
1400
1400
2240
2800
1400
1400
2240
2800
1400
2240
2800
2240
2800
2240
2240
x
mm
920
920
1040
1040
990
990
1100
1100
990
990
1100
1100
1055
1055
1065
1065
990
990
1100
1100
1055
1055
1065
1065
1115
1115
1115
1225
1225
1050
1050
1050
1160
1160
1115
1115
1115
1225
1225
1165
1165
1165
1165
1355
1355
1355
1355
1225
1225
1225
1225
1355
1355
1355
1355
1385
1385
1385
1485
1500
1500
1500
1600
1470
1600
1600
1600
1600
1850
1850
b
mm
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
200
250
200
250
250
250
250
250
250
M.Korashy
HEAVY CAPACITY
DOUBLE GIRDER
Span S
300
1800
1800
g
X
300
H
a1
a2
1450
1400
1650
Wheel loads in kg
Capacity
ton
25
32
40
50
63
Wheel
Load
max.
min.
max.
min.
max.
min.
max.
min.
max.
min.
6
13100
4900
15700
5800
18600
7200
23300
9000
28100
10700
8
14300
4200
17100
4800
20300
5900
25500
7200
30900
8700
10
15100
3800
18100
4400
21500
5200
27000
6400
32800
7700
12
15800
3600
19000
4200
22600
4900
28300
5900
34300
7100
14
16500
3600
19700
4100
23400
4800
29400
5800
35500
6900
84
Span in Meters
16
18
20
17100 17500 18200
3700 3500 4000
20400 21000 21700
4100 4200 4500
24400 25200 26100
4900 5100 5500
30400 31700 32400
5800 6300 6600
37000 38000 39000
7100 7200 7700
22
1900
4300
22600
5000
27000
5900
33400
6800
40000
7800
24
19900
4900
23700
5700
27900
6400
34300
7200
41000
8200
26
21100
5800
24600
6200
28900
6900
35100
7500
42000
8600
28
21800
6300
25300
6600
29700
7400
35900
8000
42900
9200
M.Korashy
L
t
e1
d1
1400
30
22500
6800
26300
7400
30600
8100
37200
9000
44000
10000
HEAVY CAPACITY
DOUBLE GIRDER
Dimensions
Capacity
Hmax.
ton
m
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
10
15
20
25
32
40
50
63
S (up to)
m
25
25
25
30
30
30
22
22
22
24
24
24
30
30
30
23
23
23
24
24
24
30
30
30
13
13
13
19
19
19
30
30
30
8
8
8
14
14
14
19
19
19
30
30
30
g
mm
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
530
770
770
770
770
770
770
770
770
770
770
770
770
770
770
770
770
770
770
690
690
690
e1
mm
3950
4500
4850
4500
5500
5850
3500
4500
4850
3950
4500
4850
4500
5500
5850
3500
4500
4850
4500
5500
5850
4500
5500
5850
3500
4500
4850
3500
4500
4850
4500
5500
5850
3500
4500
4850
3500
4500
4850
4500
5500
5850
4700
5700
6050
85
L
mm
5280
5830
6180
5830
6830
7180
4830
5830
6180
5280
5830
6180
5830
6830
7180
4830
5830
6180
5830
6830
7180
5830
6830
7180
4830
5830
6180
4830
5830
6180
5830
6830
7180
4830
5830
6180
4830
5830
6180
5830
6830
7180
6150
7150
7500
d1
mm
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
630
710
710
710
t
mm
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
1800
2800
3150
X
mm
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2560
2560
2560
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2480
2560
2560
2560
M.Korashy
WELDING SYMBOLS
86
M.Korashy
MISCELLANEOUS
90
M.Korashy
AIRCRAFT HANGERS
W
H
L
Dimensions
TYPE OF AIRCRAFT
BOING 727-200
BOING 737-500
BOEING 747-400 COMBI
BOEING 757-200
BOEING 767-300
AIRBUS A340-200
AIRBUS A340-300
McDONNELL-DOUGLAS DC-8-70
McDONNELL-DOUGLAS DC-9-80
McDONNELL-DOUGLAS DC-10
FASLCON 900
LOCKHEAD C-5A GALAXY
LOCKHEAD C-130 HERCULES
LOCKHEAD -141 STRLIFTER
LOCKHEAD L-1011
CONCORDE
L
(m)
46.680
29.790
68.600
47.320
54.940
59.422
63.658
57.125
45.020
55.499
19.550
75.540
29.794
51.178
54.178
62.103
91
W
(m)
32.920
28.890
64.940
38.049
47.574
58.640
60.304
45.237
32.850
50.934
19.330
67.882
40.411
48.743
47.346
25.552
H
(m)
8.660
8.660
19.580
13.564
15.849
16.918
16.828
12.929
9.200
17.704
7.550
19.850
11.659
11.976
16.866
11.405
M.Korashy
Common Conversion Factors
Item
Imperial or Metric to SI
SI to Imperial or Metric
Length
1 ft.
1 in.
1 in.
1 yd.
1 mile
= 0.3048 m
= 25.4 mm
= 2.54 cm
= 0.914 m
= 1.609344 km
1m
1 mm
1 in.
1m
1 km
= 3.28 ft.
= 0.0394 in.
= 0.3937 cm
= 1.09 yd.
= 0.622 mi.
Area
1 acre
1 ft.2
1 in.2
1 in.2
1 mi.2
1 yd.2
= 0.404685 6 ha
= 0.09290304 m2
= 645.16 mm2
= 6.4516 cm2
= 2.589 988 km2
= 0.836127 m2
1 ha
1 m2
1 mm2
1 cm2
1 km2
1 m2
= 2.471 acres
= 10.764 ft.2
= 1.55x 10-3 in2
= 0.155 in2
= 0.3861 mi.2
= 1.20 yd.2
Volume
1 in.3
1 in.3
1 ft.3
1 yd.3
1 lb.
1 ton
= 16387.064mm.3
= 16.387064 cm3
= 28.316 85m.3
= 0.764 555m.3
= 0.45359237 kg
= 0.90718474 Mg
1 mm 3
1 cm3
1 dm 3
1 m3
1 kg
1 Mg
= 0.061 x10-3 in.3
= 0.061 in.3
= 0.0353 ft.3
= 1.308 yd.3
= 2.20 lb.
= 1.10 ton =2200 lb.
Mass
Mass per unit Length
1 lb./in.
1 lb./ ft.
1 lb./yd.
= 17.858 kg/m
= 1.48816 kg/m
= 0.496055 kg/m
1 kg/m
1 kg/m
1 kg/m
= 0.056 lb./in.
= 0.672 lb./ft.
= 2.016 lb./yd.
Mass per unit Area
1 lb./ ft.2
1 lb./ ft.2
1 oz./ft.2
1 lb./in.2
= 4.88243 kg/m2
= 4.88243 x10-4 kg/cm2
= 305.152 g/m2
= 703.0696 kg/m2
1 kg/m2
1 kg/cm2
1 g/m2
1 kg/m2
= 0.2051 lb./ft.2
= 2051 lb./ft.2
= 3.277X10-3 oz./ft.2
= 1.42X 10-3 lb./in.2
1 lb./ft.3
1 lb./in.3
= 16.01846 kg/m3
= 27.67990 Mg/m3
1 kg/m3 = 62.4X10-3 lb./ft.3
1 Mg/m3 = 0.0361 lb./in.3
Force
1 kg force
1 Kip
1 pound force
= 9.80665 N
= 4.448222 kN
= 4.448222 N
1N
1 kN
1N
= 0.1019716 kg force
= 0.225 Kip
= 0.225 pound force
Torque or Moment of Force
1 pound-force foot = 1.355818 N.m
1 pound-force inch = 0.112985 N.m
1 N.m
1 N.m
= 0.737562 pound-force foot
= 8.850732 pound-force inch
Pressure or Stress
1 psf
1 psi
1 ksi
1 kg/cm2
1 t/cm2
1 pa
1 kpa
1 Mpa
1 Mpa
1 Mpa
= 0.0209 psf
= 0.145 psi
= 0.145 ksi
= 10.19 kg/cm2
= 0.01019 t/cm2
1 mm4
1 cm4
1 cm4
1 mm3
1 cm3
= 2.4 x10- 6 in.4
= 0.024 in.4
= 0.024 in.4
= 0.061 x10-3 in.3
= 0.061 in.3
Mass per unit volume
Moment of inertia
a) second Moment
Area
b) section Modulus
of
1 in.4
1 in.4
1 in.3
1 in.3
= 47.88026 pa
= 6.894757 kpa
= 6.894757 Mpa
= 0.0980665 Mpa
= 98.0665 Mpa
= 416231.4 mm4
= 41.62314 cm4
=16387.064 mm3
= 16.387064 cm3
92
M.Korashy
PROPERTIES OF GEOMETRIC SECTIONS
AND STRUCTURAL SHAPES
d
c
A = bd
d
c=
2
bd 3
I=
12
bd 2
S=
6
d
r=
12
b
RECTANGLE
bd
2
c = 2d 3
d
c
A=
bd 3
36
bd 2
S=
24
d
r=
18
I=
b
TRIANGLE
93
M.Korashy
d (b + b1 )
2
d (2b + b1 )
c=
3(b + b1 )
b1
c
A=
d 3 (b + 4bb1 + b1 )
36(b + b1 )
S=
d 2 (b 2 + 4bb1 + b12 )
12( 2b + b1 )
r=
d
2(b 2 + 4bb1 + b12 )
6(b + b1 )
4
b
TRAPEZOID
= π R2
d
=R
2
π d 4 π R4
I=
=
64
4
3
πd
π R3
S=
=
32
4
d R
r= =
4 2
c=
c
A=
π d2
d
2
I=
d
R
CIRCLE
94
M.Korashy
π ( d 2 − d12 )
I=
c
4
R
d
c=
2
π ( d 4 − d14 )
d
d1
A=
64
π ( d 4 − d14 )
S=
32 d
r=
d 2 + d12
4
HOLLOW CIRCLE
A = πDt = 2πRt
I = π D 3t 8
r=D
d
S = πD 2 t 8
R
c
c=R
8
t
THIN WALLED SECTION
95
M.Korashy
h = d + 2t
bo = a + 2b
A1 = b1t
A = 2( A1 + A2 )
A1
]
d
A2
rxx = I xx A
A1 2
2
b1 + 2 A2 ( x + a 2 )
6
bo
if b1 < bo
h
[
b
I xx = 2 I xc + 1 h 3 − d 3
12
S xx = 2 I xx h
t
bo
b1
I yy = 2 I yc +
S yy = 2 I yy
S yy = 2 I yy b1
b
if b1 ≥ bo
a
x
ryy = I yy A
h = d + 2t
A1 = b1t
b1
a
A = 2( A1 + A2 )
(
b1 3
h −d3
12
h
I xx = 2 I xc +
S xx = 2 I xx
A2
I xx A
d
h
rxx =
)
A1 2
2
b1 + 2 A2 (a 2 − x )
6
b1
if a < b1
I yy = 2 I yc +
S yy = 2 I yy
S yy = 2 I yy a
x
I yy A
A1
t
ryy =
if a ≥ b1
Note: Elements of the shape, which are shown in dotted outline, are continuous and if
disconnected the variable defining their size should be set equal to zero.
96
M. Korashy
h = d − 2t
A1 = bt
A2 = wh
A1
A = 2( A1 + A2 )
S xx
}
w
h
d
{
1
b(d 3 − h 3 ) + 2 A2 h 2
12
= 2 I xx d
I xx =
t
b
a
A2
rxx = I xx A
c = a − 2w
1
2 A1b 2 + h(a 3 − c 3 )
I yy =
12
S yy = 2 I yy b
}
`
t
{
h = d − 2t
A1 = bt
b
Y
t
t
t
ryy = I yy A
A2 = ht
rxx =
ryy =
t
A2
X
d
X
I xx A
{
}
1
2 A1b 2 + A2 t 2 + 2t[b 3 − (b − 2t ) 3 ]
12
= 2 I yy b
I yy =
S yy
]
A1
Y
t
S xx
[
1
3 A2 h 2 + b ( d 3 − h 3 )
12
= 2 I xx d
I xx =
h
A = 2 A1 + 3 A2
I yy A
Note: Elements of the shape, which are shown in dotted outline, are continuous and if
disconnected the variable defining their size should be set equal to zero.
97
M. Korashy
A1 = bt
A2 = (d − w − 2t ) w 2
a
a
A = 4 A1 + 2 A2 + A3
A1
t
d
b
w
A3
t
rx = ry = I x A
}
a
{
1
b(d 3 − E 3 ) + wE 3 + 2tb 3 + Ew 3 − w 4
12
S x = S y = 2I x d
t
A2
E = d − 2t
Ix = Iy =
a
t
A3 = 2 A2 + w 2
d
b
w
h = d − 2w
b
w
A2 = ht
A = A1 + A2
x
1
A2 h 2 + 2 A1 (d 2 − x) 2
12
d
I xx = 2I yc +
S xx = 2I xx
A2
h
rxx = I xx A
1
A2 t 2
12
b
t
A1
w
x
I yy = 2I xc +
S yy = 2 I yy
A1
ryy = I yy A
Note: Elements of the shape, which are shown in dotted outline, are continuous and if
disconnected the variable defining their size should be set equal to zero.
98
M.Korashy
bf
Y
A = 2 ( A1 + A2 )
S xx
[
rxx =
A2
]
A1
d
I xx
1
= 2 I xI +
b ( d + 2t ) 3 − d 3
12
= 2 I xx ( d + 2 t )
t
A2 = bt
X
I xx A
1
1
A2 t 2 + A1 x 2
6
2
(x + bf )
if ( x + b f ) > b
X
I yy = 2 I yI +
S yy = 2 I yy b
x
if ( x + b f ) ≤ b
b
I yy A
b
b1
d 0 = d + 2t
= 2( A1 + A3 ) + A2
A1
b1
3
(d 0 − d 3 )
12
A1
S xx = 2 I xx d 0
rxx =
A2
I xx A
I yy = I x 2 + 2 I Y 1 +
S yy = 2 I xx b
S yy = 2 I xx b1
A3 2
b1 + A1b12 2
6
if b ≥ b1
bf
if b < b1
A3
ryy = I yy A
Note: Elements of the shape, which are shown in dotted outline, are continuous and if
disconnected the variable defining their size should be set equal to zero.
99
M.Korashy
do
I xx = 2 I x1 + I y 2 +
d
A
t
A3 = b1t
t
ryy =
Y
t
S yy = 2 I yy
1
(b1 + w1 )
2
A ( d + w1 / 2) + A2 d / 2
y1 = 1
A1 + A2
h=d+
y 2 = h − y1
w1
b
y2
I xx = I y1 + I x 2 + A1 ( y 2 − b1 / 2) 2
b1
A1
A = A1 + A2
S x 2 = I xx y 2
N.A.
I xx / A
y1
I yy = I x1 + I y 2
w
d
rxx =
h
S x1 = I xx y1
A2
S yy = 2 I yy / b
I yy / A
A = Ac + AI
b
do = d + w
x
AI d / 2 + Ac ( d 0 − x )
A
y 2 = d 0 − y1
w
ryy =
y2
y1 =
N.A.
y1
S x1 = I xx y1
S x 2 = I xx / y 2
rxx =
d
do
I xx = I xI + I yc + AI ( y1 − d / 2) 2 + Ac ( y 2 − x ) 2
t
I xx / A
I yy = I yI + I xc
S yy = 2 I yy / b
ryy =
I yy / A
Note: Elements of the shape, which are shown in dotted outline, are continuous and if
disconnected the variable defining their size should be set equal to zero.
100
M.Korashy