ASEP STEEL HANDBOOK 1994.pdf
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ASEP
STEEL HANDBOOI(
Metal Deck - p215
Association of Structural Engineers of the Philippines, Inc. Unit T-10, New Manila Condominium 21 N. Domingo St., Quezon City
The information included in this publication has been prepared on generally accepted engineering principle!' and provisions of applicable codes and standard specifications for steel construction, While the information found herein is believed to be accurate, the Association of Structural Engineers of the Philippines, Inc, strongly recommends that competent professional judgement and verification of the accuracy, suitability and applicability of the given information for the specific application shall be utilized. Anyone makiny use of this information assumes all liability arising from such use.
ASEP STEEL HANDBOOK
Copyright @1994 by Association of Structural Engineers of the Philippines, Inc, (ASEP) Unit T-10, New Manila Condominium 21 N, Domingo St., Quezon City All rights reserved, Printed in the Philippines. This book or any part thereof must not be reproduced in any form without written permission of the publisher.
ASEP Steel Handbook ~ H-
PREFACE
The Association of Structural Engineers of the Philippines, Inc., (ASEP) is a non-profit organization founded in 1961 with the primary objective of upgrading the practice of structural engineering in the Philippines. As part of its efforts to meet this objective, the association published the Handbook of Steel Shapes and Sections in 1987. The main purpose of the original publication was to provide local practitioners, suppliers, and fabricators with a set of produced steel products. With the handbook, the need of substitutions due to unavailability and it'> corresponding cost and delay can thus be reduced 'or eliminated .. Alternatively, it may be used to select substitute sections designed using otr er design manuals and tables. A second purpose for the publication was to provide the local practitioner with a design aid in International System of Units (SI) compatible with the National Structural Code of the Philippines (I\ISCP). This publicatio 1, ASEP Steel Handbool(, represents the second edition of the 1987 handbook. While its purpose and objectives are basically identical to those of the original publication, changes in the local steel market conditions as well as in design practices and technology necessitated revisions in the shapes and sections. Majol revisions include, for one, modification in the thickness of plates and sheets used for the fabricated shapes to work towards the establishment of a truly metric standard ra ther than a metricized equivalent of english unit standards. Secondly, in an ')ffort to work towards compatibility to current international standards and practices the rolled shape sections have been considerably expandl"!d to include locally available imported sections and metal deck sections has been added. Thirdly, in an effort to increase the usefulness of the handbook, design examples has been added while retaining the design table and data in the original publication. In the preparation of this second edition, both solicited and unsolicited COl'lments and suggestions coming from suppliers and fabricators, as well as designers, were instrumental to some of the revisions presented. As future periodic revisions of this Steel Handbook by a responsible technical committee is expected, comments, corrections, recommendations, additions, deletions and any other relevant information which may be used to improving this handbook continue to be welcomed by the association. Such comments are assured to receive the same careful consideration by the technical committee.
FIDEL R. SARAUSAD Overall Committee Chairman and Vice-President (1994-1995) Association of Structural Engineers of the Philipp'ines
ASEP Steel Handbook ~ iii .
ACKNOWLEDGEMErlT
ASEP acknowledges all those who have contributed to th( publication of this ASEP STEEL HANDBOOK, which is actually an expanded Jersion of the ASEP HANDBOOK STRUCTURAL STEEl. SHAPES AND SECTIONS published in 1987. Special gratitude to Engr. Hermenegildo P. Manzano, Jr. who initiated the project during his tenure as President (1993-1994) and who had been involved ex-officio in the committee deliberations. Sincere thanks to the Directors, incumbent and ex-officio, who read and reviewed the manuscripts and who also offered many helpful suggestions. Credit likewise goes to the following generuus sponsors of the project, through their representatives, for their financial assistance: Sponsor
Representative
Phil. Inst. of Steel Construction National Steel Corporation Engineering Equipment, Inc. PAG-ASA Steel Corporation Capitol Steel Corporation Philmetal Products, Inc. Condeck Interna'tional
Engr. Sam00n P. Lazo, President Mr. Anthony S. Dizon, VP Marketing Engr. Rogelio M. Murga Engr. Gabriel Y. Tong, General Manager Mr. Alvin Cheng, General Manager Mr. Bobby Valdez Mr. James Na
Finally, deep appreciation is due to the Overall Committee Chairman and Vice President, Engr. Fidel R. Sarausad, for his coordination and supervision, and to the val'ious Technical Committee Chairmen, for their dedicated professionalism, hard work, patience and persistence in pushing this project to final fruition.
ROMER S. MONTOYA Exec. Committee Chairman and President (19S4 - 1995) Association of Structural Engineers of the Philippines
ASEP Steel Handbook - iv -
ACKNOWLEDGEMENT
In behalf of the Officers and Directors, we wish. to .express ASEP's sincere gratitude to all those who, one way or the other, made possible the publication of this ASEP STEEL HANDBOOK seven years after the publication of the ASEP HANDBOOK OF STRUCTURAL STEEL SHAPES AND SECTION in 1987. Sincere gratitude goes to the committee that handled this project, chaired by Engr. Fidel R. Sarausad, the ASEP Secretary (in concurrent capacity) and assisted by hand-picked dedicated experts from among the Officers, Directors and Members of the ASEP. The Committee did an outstanding job in finishing the project according to schedule. It provided once more the adage: "If there is a will, there is away." Credit likewise goes to sponsors of the project: (1) Philippine Institute of Steel Construction (PISC) through its President, Engr. Samson P. Lazo, (2) National Steel Corporation (NSCI through its Marketing Vice President, Mr. Anthony S. Dizon, (2) Engineering Equipment, Inc. (EEl) through its President, Engr. Rogelio M. Murga, (4) PAG-ASA Steel Works, Inc. through its Sales Manager, Mr. Robin Y. Tong, (5) Capitol Steel Corporation through its General Manager, Mr. Alvin Cheng, (6) Phil metal Products, Inc. through its Vice President for Marketing, Mr. Bobby Valdez, and (7) Condeck International through its Vice President for Sales & Marketing, Mr. James Na, all of whom provided the much-needed financial assistance that made possible this handbook's publication. Finally, credit is likewise due to the ASEP Officers and Directors for their patience in reviewing the manuscript, and the pieces of advice given especially on new sections that were included to this handbook.
HERMF.NEGILDO P. MANZANO, JR. Exec. Commi~tee Chairman and President (1993 - 1994) Association of Structural Engineers of the Philippines
ASEP Steel Handbook
-v -
ASEP STEEL HANDBOOK COMMITTEE
Hermenegildo P. Manzano, Jr.
Fidel R. Sarausad
Executive Comrnittce Chairman
Overall Committee Chairrnan
Members
Ernesto F. Cruz Ronaldo S. Ison Alfredo B. Juinio, Jr. Arturo H. Libongco Enrique C. Medina
Romer S. Montoya Hubert M. Palpal-Iatoc Jobelito M. Sta. Ana Mario D. Taruc
1993-94 ASEP OFFICERS and DIRECTORS
Hermenegildo P. Manzano, Jr. President
Romer S. Montoya
Fidel R. Sarausad
Alfredo B. Juinio, Jr.
Vice President
Secretary
Treasurer
Directors Jose S. Abad Antonio A. Abola Rolando E. Cruz
Octavio A. Kalalo Teodoro S. Legua Jose F. N.abanta
Roberto P. Bernardo Ex·Officio Director
ASEP Steel Handbook - vi -
CONTENTS
ABBREVIA TIONS FOREWORD
PART 1 Built-Up Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 to 1-52 PART 2 Cold-Formec: Plate Shapes .... , . . . . . . , . . . . . . . . . . . . . . 2-1 to 2-20 PART 3 Cold-Formed Light Gage Shilpes . . . . . . . . , . . . . . . . . . . . . . 3-1 to 3-40 PART 4 Rolled Shapes
. . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . 4-1 to 4-80
PART 5 Metal Decks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1 to 5-22 PAI:T 6 Steel Flat Products .... , . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1 to 6-48 PART 7 Design Examples PART 8 Welded Joints
. . . . . . . . . . . . . . 7-1 to 7-42
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , .. 8-1 to 8-26
PART 9 Miscellaneous Tables and Data
ASEP Steel Handbook - vii -
. 9-1 to 9-60
ABBREVIATIONS
c/c cm cU.m. excl. incl. kg kg/m kN m max min mm MPa N Pa psi rad sq.m. temp As Typ
W ACI AISC AISI ASEP ASTM AWS BS JIS NSCP PNS
center to center centimeter cubic: meter exclusive inclusive Idiogram kilogram per meter kilo Newton meter maximum minimum millimeter mega Pascal Newton Pascal pounds per square inch radians square meter temperature steel typical weight American Concrete Institute American Institute of Steel Constnlr:tion American Iron and Steel Institute Association of Structural Engineers of the Philippines American Society for Testing and Materials American Welding Society British Standards Japanese Industrial Standards, 1991 . National Structural Code of the Philippines, Vol. 1, Fourth Edition, 1992 Philippine National Standards
ASEP Steel Handbook viii w
w
FOREWORD
GENERAL
This ASEP Steel Handbook is intended primarily to serve as a guide in the selection and use of locally available structural steel products. These products are divided into five classes based on the method of. manufacture and/or maximum thickness of the section. The first five parts of this handbook correspond to these classes as follows: Part Part Part Part Part
1 2 3 4 5
Built-Up Shapes Cold-Formed Plate Shapes Cold-Formed Light Gage Shapes Rolled Shapes Metal Decks
Each of these parts presents a series of tables of computed and/or compiled data. These data consist of sectional dimensions and properties chosen and arranged to enable rapid and convenient selection of structural steel members. For increased usefulness, several other tables, formulas, and design information are presented in Parts 6 to 9 of this handbook. As an updated edition of the ASEP Handbook of Steel Shapes and Sections, this handbook has considerably been expanded and contains several major revisions. The major revisions include the following: 1.
The thickness of steel plates for the built-up and bent plate have been modified. The thickness adopted corresponds to the bar sizes of reinf'lrcing steel bars primarily to facilitate recollection. This adaptation eliminates thickness with fractions of millimeters. The maximum thickness adopted for built-up sections was also increased from 44 to 45 millimeters. The maximum thickness used for bent shape~ has been reduced from 25 to 20 millimeters.
2.
The thickness of steel sheets for light gage sections have been modified. The pdopted thickness range from 2.0 to 6.0 millimeters in increments of 0.5 millimeter. This compares with the thickness used in the first edition which range from 1.2 to 4.7 millimeters with varying increments of 0.2 or 0.3 millimeter.
ASEP Steel Handbook . ix
~
Foreword
3.
The range of overall depths of built-up BW and BH sections has been modified. The overall depths of BW sections adopted range from 200 to 1,000 millimeters in increments of 50 or 100 millimeters from the previous range of 100 to 920 millimeters with variable increments. The overall depths of BH sections adopted from 200 to 700 millimeters compared to the previous 195 to 425 millimeters.
4.
Built-up wide flange Tee, BWT, section properties has been added. The rolled shapes and sections has considerably been expanded with the adoption of sections from the AISC Manual of Steel Construction, 9th edition, except for the angle sections. Although the standard AISC designations were adopted, the tabulated section properties are in SI units.
6.
Part 5, presenting two metal deck shapes has been added to the handbook. Metal decks are cold-formed light gage shapes and normally vary with the manufacturer. The handbook limited the shapes to those shapes locally available.
7.
The discussion on steel flat products, originally incorporated within the rolled shapes, has been considerably expanded to include excerpts from standard specifications. This expansion merited the separation of the discussion to a new Part 6 of the handbook.
8.
Design examples has been added in the new Part 7 of the handbook. Each of the five design examples include detailed discussions and references to the different parts of this handbook as well as the NSCP.
9.
The discussion on welded joints, previously presented with the miscellaneous tables and data, is presented in a separated Part 8 of this handbook. An expanded miscellaneous tables and data is presented in Part 9.
ASEP Steel Handbook
-x .
Foreword
CLASSIFICATION AND DESIGNATIONS The hI/owing classifications and designations are used for the different structural shapes presented in this handbook.
Class
Shape
Built-Up
Wide-Flange
BW
H x W
Heavy Column
BH
H x W
Wide Flange Tee
BWT H x W
Angle
BA
H x B x t
Channel
BC
H x B x t
Stiffened Cee
LC
HxBxCxt
Stiffened Zee
LZ
HxBxCxt
Rectangular Tube
LR
H x B x t
Square Tube
LS
HxBxt
Wide Flange
W
d x w
S-Shape
S
.d x w
Channel
C
d x w
Structural Tee
WT
d x w
Angle
L
H x B x t
Pipe - standard
PS
d
Pipe - Extra Strong
PE
d
Pipe - Double-Extra
PD
d
SD
SD
Nw x t
CD
CD
Nw x t
Cold-Formed Plate
Cold-Formed Light Gage
Rolled
Metal Deck
Designation
ASEP Steel Handbool, . xi .
Foreword
Where:
B
C d H
W
w
is the flange width of the section; shorter leg of angles; shorter side of tubular sections, in mm. is the overall depth of lip of light gafJe sections, in mm. is the depth of rolled sections, in inches. is the depth of the section; longer leg of angles; longer side of tubular section, in mm. is the overall widths of m'ltal decks, in mm. is the base metal thickness of the section, in mm. is the nominal wei(,ht per unit length, in kg/m. is the nominal weight per unit length of rolled sections, in Ibs/ft.
FABRICATED SHAPES The sections and shapes presented in the first three parts of this handbook may be referred to as fabricated shapes as they are made from rolled flat products. These sections are limited therefore by the availability of these flat products, and the availability and limitations of the equipment required in the fabrication of these shapes and sections. There are two general metllods of producing structural shapes from flat . steel products. One is by welding together plates into the desired shape, and the other is by cold-forming plates, coils sheets, or strips. Shapes produced by weldments are referred here as 'Built-Up' shapes and are limited to the use of plates having a thickness greater than or equal to 6.0 millimeters. Shapes may also be cold-formed by passing the flat steel products in rolls until the desired shape is attained, or by press brake bending. For consistency with common practice, however, these shapes are divided into two classes depending on the thickness of the base metal used. Cold-formed plate shapes are produced from plates with thickness greater than or equal to 6.0 millimeter. Cold-formed light gage shapes, on the other hand, are produced from coils, sheets, or strips with thickness less than or equal to 6.0 millimeter.
ASEP Steel Handbook "xii -
Foreword
For plates, the following thickness, in millimeters, were adopted: 6, 8,10,12, 16,20, 25, 28, 32,40,45. "'or light gage sections the following thickness, in millimeters, were adupted: 2.0, 2.5, 3.0, 3.5, 4.0, 4.5, 5.0, 5.5, 6.0. Because of the general flexibility of the fabrication methods, an infinite variation of shapes and sections can bo produced. The shapes presented have been limited to those commonly used for each classification. For the sections, the dimensions were chosen such that the optimum utilization of the available flat products is attained. Furthermore, the dimensions were chosen such that certain limits given in the provisions of applicable codes and specifications are not exceeded. These limits are discussed more fully in the text accompanying each part of this handbook. Note that the fabrit:ated sections presented are not standard stock sections. The designer is also in no way limited to the tabulated shapes and sections. Use of special shapes and sections may be advantageous in some cases where substantial economy may be derived from its use. Furthermore, special shapes and section3 may also be required to meet requirements particular to a given protl(>m.
ROLLED SHAPES Rolled shapes are defined here as those produced by passing red-hot blooms or billet steel through rolls until the desired shape is attained. Except for the angles, the shapes and section0 adopted are those from the 9th edition of the AISC Manual of Steel Construction. The AISC sections adopted include the W, S, C, WT and pipe sections. As stated above, the designation used in this handbook is identical to those used in the AISC Manual, although the section dimensions and properties are presented in the SI units.
SECTION AND PROPERTIES The sectional properti(>s tabulated were calculated based on generally accepted engineering princi)les and were generated using micro-computers. Simplifications and/or assun'ptions particular for each class of shapes are discussed in the desGriptive material preceeding each part of this handbook.
ASEP Steel Handbook - xiii -
Foreword
~'''''Incalculating the
theoretical weight of the steul sections, a mass density
ot 7850 lI~--,-X ~
SA SHAPES Dimensions Properties Equal Anglts
u-u
-t~'-,-
/1'
-- u
--r---··--~
1
Y
I
I +
Axis X-X S r xi 03 mm mm 3
6.1 ~.4
4.6 3.6
14,3 14.7 15.0 15.3
-~---
Axis y-y S I r xi 03 xi 03 3 4 mm mm mm
186 171 150 123
6,1 5.4 4.6 3.6
ASEP Steel Handbook -67-
14,3 14.7 15.0 153
.--
H
c
-
J
Designation Hx B x t
SA
50x 50x 12
x 10 x 8 x 6
, 2-12 Cold-Formed Plate Shapes
x
y
I-v, ",
-+---"'-t
L-
I J
/
u
) >< /,, ~':,':"f',
/
v
Ridl('!'o», ~_" -::X-=:J l
}
SA8HAPES i)imensions Propertil'B Unequal Angles
c
",-"
w-J
Centroid Weight W kg/m
Area Radius A R mm 2 mm
BA 225 x 100 x 20 x 16 x 12
44,52 :36.6(5 28,27
5,671 4,669 3,601
SA 190 x 100 x 20 x 16 x 12
39.02 32.26 24.97
SA 170 x 100 x 20 x 16 x 12 x 10
35.88
Designation Hx Sx t
y,
tan
Axis U-U I x10J r mm mm'
x, mm
mm
a
40,0 32,0 24,0
20.4 19,4 18,4
92,0 89,0 86,1
0,256 0,251 0,246
~,OO5
19,989
72,7 73.6 74,5
4,971 4,109 3,181
40,0 32.0 24,0
2;3,3 22.0 20,8
75,8 72,8 70,0
0,342 0.333 0,324
19,314 16,390 12,994
62,3 63,2 63,9
29.75 2309 19.57
4,571 3,789 2,941 2,493
40.0 32.0 24.0 200
25.3 2;3.9 22.5 21.8
66.6 63.8 611 598
0.412 0,401 0.391 0,386
14,634 12,446 9,887 8,469
56,6 57,3 59,0 59,3
SA 145 x 100 x 16 x 12 x 10 x 8
26,61 20.74 17.61 14,34
3,389 2,641 2,243 1,827
32.0 24.0 20.0 113,0
26.7 25.1 24.3 23,5
52,7 501 48.9 47.6
0.526 0,514 0.509 0,504
8,571 6,824 5,853 4,816
50,3 50,9 51.1 5UI
1,219 1,056
SA 125 x 100 x 16 x 12 x 10 x '8
24.00 18,85 16,04 13.00
3,069 2,401 2,043 1,667
32,0 24,0 20,0 16.0
29,5 27,6 26.7 25,7
442 41.6 40.4 39,2
0,680 0,669 (',664 0,659
6,232 4,974 4,270 3,517
45,1 45,5 45,7 45.9
994
ASEP Steel Handbook -68-
T
29,936
942 004
862 795 685
rv,
x
y
_ 't-_C,t'
-)i
V-V
r mm 72,7 73,6 74,5
2,174 1,990 1,533
19,6 20,1 20,6
29,202
62,3 63,2 63,9
1,833 1,627 1,356
58,6 57,3 59,0 58,3
I x10J mm'
/
u
/(
a
- - /'L ) ' -- -- I .- X
X
L /S~~r:~~~
L,;,..1
u
"
}
v
Axis y-y
Axis X-X
Axis I x10J mm'
-t '\. I /
I ~
H
SA SHAPES Dimensions Properties Unequal Angles J-U
"
II I
S
S
. D&$ignatlon Hx Sx t
I x10' mm'
xi oJ mm'
r mm
49,1 40,6 31.6
26,3 26.5 26.8
SA 225x100x 20 x 16 x 12
x10J mm'
r mm
70,5
23,913 18,940
212,1 175.9 136.3
71.6 72.5
3,909 3,271 2,582
19,2 19,9 20,6
17,481 14,920 11,887
153,0 127.4 99,1
59,3 60,3 61,1
3,666 3,097 2,462
47,8 39,7 311
27,2 27,5 27,8
SA 190 x 100 x 20 x 16 x 12
1,613 1,460 1,235 1,091
18,8 19,6 20,5 20,9
12,741 10,925 8,740 7,511
123,3 102,9 90,2 68,1
52,8 53,7 54,5 54,9
3,506 2,981 2,381 2,049
46,9 39,2 30,7 26,2
27,7 28,0 28,5 28,7
SA 1"10 x 100 x 20 x 16 x 12 x 10
50,3 50,9 51.1 51.3
1,218 1,056 942 904
19,0 20,0 20,5 21.0
6,9n 5,618 4,843 4,000
75,6 59,2 50.4 41.1
45,4 46,1 46,5 46,9
2,812 2,262 1,952 1,616
38,4 30,2 25,8 211
28,8 29,3 29,5 29,7
SA 145 x 100 x 16 x 12 x 10 x 9
45,1 45,5 , 45,7 45,9
994 892 795 685
18,0 19,2 19,7
4,575 3,700
20,3
2,659
56,6 44,5 37.9 31.0
38,6 39,3 39,6 39,9
2,651 2, 147 1,859 1,543
87,6 29,7 25,3 20,8
29,4 29,9 30,2 30,4
SA 125 x 100 x 16 x 12 x 10 x 8
r mm
3,207
ASEP Steel Handbook ,69,
2-14 Cold-Formed Plate Shapes
r
y
~.
r "
v
H
, -i
J
t',
1;( I /
/
4~.OO·
-R;1t~~,-I-X
LX .
,
U
J,;'" /
,
.
}
BASHAPES Dimensione Properties Unequai Angies
c
,
l-YI~-1
Centroid DlSlgnatlon HxB xl
SA 100 x 75 x 16 x 12 x 10 x 9 X 6 SA
75 x 50x 12 x 10 x 8 x 6
Weight W kgfm
Area Fladlus A FI 2 mm mm
17,91 14,14 12,11 9,95 7,66
2,269 1,901 1,543 1,267 975
9.43 8.19 6,81 5,30
1,201 1,043 867 675
Xc
Yc
tan
Axis U-U I r x1tY
mm
mm
a
mnl'
mm
32,0 24,0 20,0 16,0 12,0
23,1 21,2 20,3 19,4 19,6
39,5 35.9 34,5 33,2 32,0
0,626
2. 754 2. 2!36
34,9 3M 3M 35,9 36,1
24.0 20,0 16.0 12.0
14.7 13,& 13,C 12,3
00,3 28,8 27,5 26,1
ASEP Steel Handbook -70-
o.eoe o.eOO 0,596
1,959 1,630 1,270
0.524 0.509 0.498 0,495
761 679 579 460
M9S
~,2
25,5 ~,e
26,1
Ax x1(
mn
Cold-Formed Plate Shapes 2-15
,-
r
y
t
Xc
v
r mm
Axis I x10J mm4
$4.9 3M
366
35,6
~O
~.9
36.1
293 233
25.2
sa
25.5 25.9 26.1
345
96 79
EJ8
V-V I
"
u 1 1 / 1 ;(
1'~~~'L'--'c'1 /1'
'lA SHAPi:S Oimensions Properties Unequal Angles
-U
,
I
~'1;olj, ' i"
, - u/
I
y
+ - - - ,... ~
Axis X-~ S x10' mm 3
r mm
x10J mm4
12.7 13.8 14.4 14.9 15,5
2,091 1,740 1,525 1,290 1,006
27.1 23.3 19.2 14.8
8.6 9.1 9.6 10.1
616 557 480 386
13.8 12.1 10.1 7.9
83.8
r mm
Axis y-y I S x10) x10' r i1'1m4 mm mm 3
C
r---"',
-1
v
Designation H xB x t
32.1
1,039 961 754 633 498
20.0 16.0 13.8 11.4 8.8
21.4 21.9 22.1 22.4 22.6
BA 100 x 75x 16 x 12 x 10 x 8 x 6
22.6 23.1 23.5 23.9
233 208 178 143
6.6 5.9 4.9 3.9
13.9 14.1 14.3 14.5
BA
30.3 31.1 31.4 31.8
•
hSEP Steel Handbook ·71-
75x SOx 12 x 10 x 8 x 6
2-16 Cold-Formed Plate Shapes
xy i-" IwX --
1 - 1
*1
_11- - - -
x
J';2t(CM)
H
--J
BC Shapes Dimensions Propllrties
LU
Centroid Designation Hx B x t
Weight W k 1m
Area A mm 2
Radius R mm
x, mm
mm
Y,
BC 390 x 130 x 20 x 16 x 12
89.03 73.31 56.54
11,342 9,339 7,203
40.0 32.0 24.0
35.9 33.8 31.8
195.0 195.0 195.0
BC 310 x 95x 20 x 16 x 12
65.48 54.47 42.41
8,342 6,939 5,403
40.0 32.0 24.0
28.0 23.6
155.0 155.0 155.0
BC 240 x SOx 16 x 12 x 10
44.42 29.72
5,659 4,443 3,785
32.0 24.0 20.0
27.5 25.3 24.3
120.0 120.0 120.0
29
BC 200 x 75 x 16 x 12 x 10
35.63 28.28 24.22
4,539 3,603 3,085
32.0 24.0 20.0
24.5 22.2 21.1
100.0 100.0 100.0
21, 19, 16,
BC 175 x 75 x 12 x 10 x 8
25.93 22.26 18.33
3,303 2,835 2,335
24.0 20.0 16.0
23.7 22.5 21.4
97.5 87.5 87.5
13, 11, 10,i
BO 140 x 70 x 12 x 10 x 8
21.69 18.73 15.50
2, 763 2,385 1,975
24.0
24.2 23.0 21.8
70.0 70.0 70.0
6,1 6,(
34.96
20.0 16.0
ASEP Steel Handbook -72-
25.9
s:: 81
ee 40
33
, 5'
Cold-Formed Plate Shapes 2-17
xy
,(FF:~-\-r \1'.'->: i:38x15 1 65x30x15 1 65x30x15
,Number of Strips
Coil Width,mm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
930 1,220 1,220 1,220 1,055 1,220 1,220 1,220 1,220 1,220 1,220 1,220 1,220 930 1,220 1,220 930 1,220 930 930 1,220 930 1,220
2 3 3 3 3 4 4 4 4 4 5 5 5 4 5 6 4 6 5 6 7 7 8
ASEP Steel ilandbook -88-
Yield %
94 91 91 91 98 91 91 98 95 90 98 98 90 94 94 93 89 95 93 93
f
1
92
89 88
L
Gag~
Cold-Formed Light
Shapes 3-11
DIMENSIONAL TOLERANCES Cold-P0rmed Light Gage Shapes FORMING TOLERANCES
I
ield %
94 91 91 91 98 91 91 98 95 90 98 98 90 94 94 93 89 95 93 93 92 89 88
I I I I I I I I I I I I I I I I I I I I I I I I I I
i
I I
T~rl
I I I I I
{
j):'' ' ;' 'Cif.Jp __
H
J
------------------------
I I
PermIssible VarIations Over and Under Specified Oimensions
I
H, Depth
1---I
I B, Flange WIdth mm
C, Lip
I
mm
I I ·-----1 mm
~I-------~I------~ IUnder 150 mm, excl 1.51 1150 to 300 mm, excl 2.0 I 1300 mm and over 3.0 I
Out-of-Squareness of Corners
mm/mm
1
I
---1------~ 1
2.0
1.5
1
0.026
1
I
TOLERANCES I
;I
Length
"
mm
Permissible Variation Over SpecIfied Length, mm a
:I~------------------------
;J7, 000
and over lover 7,000
1,0 mm +
40 5 rom x (total length in m - 7)
.I~-----------------------------------------------------------------~ !
a
Permissible variation under specified length is 0 mm for all lengths.
,
., STRAIGHTNESS TOLERANCE
Tolerance
2.0 mm x (total length in m).
ASEI'
Ste(~
I Handbook -89-
3-12 Cold-Formed Light Gage Shapes
NOTES
ASEP Steel Hardbook -90-
Cold-Formed Light Gage Shapes 3-13
TABLES OF DIMENSIONS AND PROPERTI ES
ASEP Steel Handbook
-91-
3-14 Cold-Formed Light Gage Shapes
tfr
. . -rot
,~'
c
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Ie, - '
I
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Hill: , :
,
h i '
X-"'~T---Xj
LC SHAPES Full Stotlon Properties
rn 0.tr'-qzz~
:~ R~it(rn()x) ~
I
~,
!I
Y
B
t--
J
DMlgnatlon HxSxCld LC
2~
l
x90x ~x 6,0 x ~,~ xM x 4,15 X 4,0 x 3.5 x 3,(}v x 2.5 ,
A mm 2
W k~m
2MO 19,97 17,41 1~,91 14,19 12,53 10,93 9,11
A mm
2,611 2,417 2,219 2,0115 1,~07
1,596 1,380 1,161
x.
mm
12,0 11.0 10,0 9,0 9,0 7,0 6,0 5,0
!
.!
2 2
2, 11
l' 1! 'H !.
1i
i .-)
LC220x75x25x6.0 x 5,5 x 5,0 x 4,5. x 4,0 x 3.5 x 3.0 x 2,15 x 2.0
1"1.44 16,16 14,96 13.52 12,115
LC 200 x 715 x 2~ x 3.15 x 3,0 . x 2.5 x 2.0
10,19
. LC 200 x 75 x 20 x 2. ~ x2.0/
7,25 5,96
10,74 9,30 7,93 6,33
2,221 2,059 1,993 1,722 1,547 1,369 1,195 999 f1J7
10,0 9,0 . 9,0 7,0 6,0 M
4,0
1~
1~
13 11 10 9, 9, 7, 5,
1,296 1,1215 949 767
7,0 6,0 5,0 4,0
7, 6,' 5,: 4, ~
923 747
5,0 4,0
5,e
ASEP Steel Handbook -92-
12,0 11.0
4,e
Cold-Formed Light Gage Shapes 3-15
,~-1l '-.: --, j
LC SHAPES Full Seollon Properties
· antroid
xo
mm ~,2
~,3 ~,4
~,4
~,~ ~,5
25.6 25,7
21.7 21.7 21.8 21.8 21.9 . 22,0 22,0 22,1 22,1
'
II 11'{"'O»~ I
':J
ewdp'''''Jd'
_._
~l Axis y-y
I x1 (ii
Axis X-X S x10J
r
I x1 (ii
S x1 (ii
r
mm 4
mm 3
mm
mm 4
mm 3
mm
DMignation HxBxCxt
24,255 22,653 20,976 19,223 17,395 15,490 13,509 11,,151
190,2 177.7 164,5 150,$ 136.4 121,5 1060 89,8
96,4 96,8 973 97,7 98,1 98,5 98,9 99,3
2,,, 57 2,237 2,103 1,955 1,794 1,619 1,430 1,227
36,4 34,6 32,5 303 27,8 251 22,2 19,1
30,0 30,4 30,8 31,2 31,5 31.9 32,2 32,5
LC 255 x 90 x 25 x 6,0 xM x 5,0 x 4,~ x 4,0 x 3,5 x 3,0 x 2,5
14,963 14,025 13,032 11,983 10,978 9,718 9,501 7,227 5,897
136,0 127,5 118,5 108,9 99,9 88,3 77.3 65,7 53,6
82,1 82,5 83,0 83,4 83,8 84,3 84,7 85,1 8SS
1,393 1,331 1,259 1,177 1,096 985 875 754 624
26,1 25,0 23,7 221 20.5 19,6 16,5 14,2 11,8
25.0 25,8 26,1 26.5 26,8 27,2 27,(5 27,8
LC 220 x 75 x 25 x 6,0 x 5,5 x 5,0 x 4,5 x 4.0 x 8.5 x 3,0 x 2,5 x 2,0
7,749 6,785 5,774 4,716
77.5 67,9 57,7 472
77.3 77.7
7e,0
955 848 731
79,4
605
18,4 16,3 14,1 11,7
27,1 27,4 27,8 28,1
LC 200 x 75 x 25 x 3,5 x 3,0 x2.5 x 2.0
5,624 4,595
56,2 460
78,1 78,4
965 552
12,(5 10.4
28,8 27,2
LC 200 x 7(5 x 20 x 2,5 x20
25.4
ASEP Steel Handbook -93-
3-16 Cold-·Formed Light Gage Shapes
xy
-t;~L"", ~y4"
t
-
x- -
I
.- I
-r--l C
_.
-:- - - -..}{..--"'..,H
+("~J~ r .
W,c:7/@
LC SHAPES Full StOtlon Properties
~
L~--J
D$sl~natlon
Hx8xCxt
Area A
W kg/m
mm
2
R mm
Xo
mm
LC 200 x 70 x 15 x 3,0
9,13
1,035
6,0
6,'
LC 195 x 50 x 20 x 5,5 xM x 4,5 x 4.0 x 3.5 x3.0 x 2,5 x 2.0
12,06 11.13 10,16 9.16 8.13 7.07 5.97 4.84
1,537 1,418 1,295 1,167 1,036 900 761 617
11.0 10,0 9,0 8,0 7.0 6.0 5.0 4.0
e, ~
LC 175 x 50 x 20 x 4.5 x 4,0 x35 x 3.0 x 2.5 x 2,0
9.81 8. 6.83 5.77 4,68
1,250 1,127 1,001 870 7St\ 597
9.0 8.0 7.0 6.0 5,0 4,0
LC 150 x 7.5 x 25 x 6,0 x 5,5 x 5,0
14,14 1S,14 12,11
1,901 1,674 1,54:3
12,0 11.0
" LC 150 x 75 x 20 x 6,0 x 5,5 x 5,0 x 4,5 x 3.0
13,67 12,71 11.72 10,69 7,
1,741 1,619 1,493 1,S62 945
12,0 11.0 10,0 9,0 8.0
-1.\ J
7.
ASEP Steel Handbook
-94-
~o,o
e,~
. .. .. ..... '.
5, e 5'" 4,8 4,2 S,5 2,9
5,11 4,51 4,21 S,7: S. 1e 2,8~
5,91 M7 5,20: 5,74; 5,411 '. e,D84 4,88:: ,S73
Cold-Formed Light Gage Shapes 3-17
•
LC SHAPES Full Section Properties
lntroid
I x1dl
AxieX-X S x1dl
mm 4
mm 3
Axis y-y I x1 dl
mm
Designation Hx8xCxt
S x1 dl
mm 3
mm 4
mm
1e,5
6, 11 0
61.1
76,9
575
11.2
23,6
LC 200 x 70 x 15 x 3,0
13,5
72,9 69,3 63,4 58.0 52,2 46,0 39,4 32.4
66,2 66,8 67,3 67,8 69,3 68.8 69,2 69,7
374 363 349 328 304
10.2 10,0 9,5
241 202
9,3 7.5 6.6 5.6
156 160 16,4 16.8 17,1 17.5 17.8 18.1
LC 195 x 50 x 20 x 5,5
13,5 13,6 13,6 13,6 13,7 1,3,7
6,741 6,:321 5,962 5,366 4,831 4,258 3,846 2,998
13,9 14,0 14,0 14,1 14,1 14,1
5,100 .01,680 4,217 3,720 :3, 199 2,621
59,4 53,5 48,2 42,5 36.4 30,0
639 6.01,4 6.01,9 65,4 65,8 66,3
342 323 298 270 237 199,
9.5 9.0 8,3 7,5 6,6 5,5
16.5 16.9 17,3 17.6 17.\1 19.3
LC 175 x 50 x 20 x 4,5
26,0 26,1 26,2
5,912 5,571 5,202
79,9 74,3 69A
57,3 57,7 59,1
1,213'
24,(3 23,7 22,5
25,9 t'I:),3 26,7
LC 150 x 75 x 25 x 6,0 x 5,5 x 5,0
5,747 5,419 5,06.01 4,693 3,373
76,6 72,3 67,5 62,4 45.0
57A 57,9 58,2 59,6 59.7
1,081 1,039
699
11.0
24,9 25,3 25,7 26,1 27,2
LC 150 >< 75 x 20 x 6,0 x 5,5
989 929
21.'l 20,6 19,6 19.5
1U
274
1,160 1,099
g,O
xM
x 4,5 x 4.0 x 3.5 x30 x 2.5 x 2.0 x4.0 x 3.5 x 30 x 2.5 x2.0
x 5,0 x 4,5 x 3,0
ASEP Steel Handbook -95-
'''"---------- - - - - - - - - - -t- ------,,,,
3-18 Cold-Formed Light Gage Shapes
Cold-Formed Light Gage Shapes 3-19
xy -t--<
-r , 11
a
X - - -""--
- - X
H
LZ SHAPES Ful Seotion Properties
t- - '\.
R~21(m~L,;
LJ I
C
"
-
'z
Weight W kg/m
Deeignation Hx8xCxt
°
Area A mm 2
Fladiue FI mm
AxisZ-Z tan r a mm
8,18
1,085
6,0
0,287
18,99
e
LZ 185 X 50 X 20 X 5,5 X 5,0 X 4,5 X 4,0 X 8.5 X 8,0 X 2,5 X 2,0
12,06 11,18 10,16 9,16 8,13 7,07 5,97 4,84
1,587 1,418 1,295 1,167 1,086 900 761 617
11,0 10,0 9,0 9,0 7,0 6,0 5,0 4,0
0,212 0,215 0,219 0,222 0,225 0,228 0,231 0,285
12,74 13,12 13,47 13,81 14,1:3 14,43 14,72 15,00
6
LZ 175 X 50 X 20 X 4,5 X 4,0 X 8,5 X 3,0 X 2,5 x20
9,91 8,95 7,96 6,83 5,77 4,69
1,250 1,127 1,001 870 786 597
9,0 9,u 7JJ 6,0 4,0
0,237 0,240 0,243 0,247 0,250 0,253
13,53 13.97 14,19 14.49 14,79 ' 15,06
2,e
LZ 150 X 75 X 25 X 6,0 X 5,5 X 5,0
14,14 13,14 12,11
1,801 1,674 1,548
12,0 11.0 10,0
0,488 0,491 0,494
19,64 19,99 20,31 '.
5,9 5,5 ' 5,2
LZ 150 x75x 20x 6,0 X 5,5 X 5,0 X 4,5 X 3,0
13,67 12,71 11.72 10,69 7,42
1,741 1,619 1,493 1,362 945
12,0 11.0 10,0 9,0 6,0
0,461 0,465 0,469 0,472 0,482
19,73 ' 19,10 19,46 ' 19,79 ' 20,71
LZ 200 X 70 X 15 X 8,
5,0
ASEP Steel Handbook -102-
~
5, 5, 4, 4, 3, ~
5, 4,1 4,: 3, j 3,1
Cold-Formed Light Gage Shapes 3-25
y
-t-B_j-
z'r:~:'l ', .
LZ SHAPES Full Section Properties
r mm
I xi OS mm 4
Axis x-x S x10S mm 3
1 ' 11
x-·-·-c!----x I-I - , R~'l(~ ~,
L::J"~ r mm
I xi OS mm 4
Axis y-y S xi OS mm 3
r mm
Ii
c
.Designation HxBxCxt
18,99
6,110
61.1
76,8
875
12,8
29,1
LZ 200 x 70 x 15 x 8.0
12,74 18,12 13,47 18,81 14,13 14,43 14,72
72,9 68,3 63,4 58,0 52,2 46,0 89,4 32,4
66,2 66.8 67,3 67,8 68,3 68,9 69,2 69,7
550 535 513 484 449 407 358 802
11.6 11.3 10,7 10,1 9,8 9,4 7,3
H5,00
6,741 6,321 5,862 5,366 4,881 4,258 3,648 2,996
6,~
18,9 19,4 19.9 20,4 20,8 21.3 21.7 22,1
LZ 185 x 50 x 20 x 5,5 x 5,0 x4,5 x 4,0 x 3,5 x 8,0 x 2,5 x 2,0
13,53 18,87 14,19 14,49 14,79 15,06
5,109 4,690 4,217 3,720 3,199 2,621
58.4 53,5 48,2 42,5 36.4 30,0
63,9 64,4 64,9 65,4 65,8 66,3
513 484 449 407 358 302
10,7 10,1 9,3 8.4 7,3 6,2
20,3 20,7 21.2 21.6 22,1 22,5
LZ 175 x 50 x 20 x 4,5 x 4,0 x3,5 x 3,0 x 2,5 x 2,0
19,64 19,98 20,81
5,912 5,571 5,202
78,8 74,3 69.4
57,3 57,7 58,1
2,167 2,072 1,963
30, 1 28,7 27,1
34,7 35,2 35,7
LZ 150 x 75 x 25 x 6,0 x 5,5 x 5,0
18,78 19,10 19,48 19,79 20,71
5,747 5,419 5,064 4,683 3373
76.6 12,3 67,5 62,4 45,0
57,4 57,9 58,2 58,6 59,7
1,881 1,806 1,718 1,615 1 218
26,1 25,0 23,7 22,2 16,6
32,9 33,4 33,9 34.4 (35,9
LZ 150 x 75 x 20 x 6,0 x 5,5 x 5,0 x 4,5 x 3,0
ASEP Steel Handbook -103-
3-26 Cold-Formed Light Gage Shapes
y
[l i----t
Z'~fJa, ,
l
a-
':
',< -
X - --
- - - X
H
LZ SHAPES Full Section Properties
, Ro1'('~'1 j1
t-
-"
c
~,
I
LJ~j
,,- .
'z
Weight W kg/m
Designation HxBxCxt
°
Area A mm 2
Radius R mm
a
20.50 18.97 17.41 15.81 14.19 12.53 10.83 9.11
2,611 2,417 2,218 2,015 1,807 1,596 1,380 1,161
12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0
0.297 0.300 0.302 0.304 0.307 0.309 0.311 0.314
LZ 220 X75 X25 X 6. X5.5 X 5.0 X4.5 X 4.0 X3.5 X3.0 X2.5 X2.0
17.44 16.16 14.86 13.52 12.15 10.74 9.30 7.93 6.33
2,221 2,059 1,993 1,722 1,547 1,:369 1,195 999 807 1
12.0 11.0 10.0 9.0 9.0 7.0 6.0 5.0 4.0
0.292 0.294 0.297 0.300 0.302 0.305 0.307 0.310 M13
l' , i~
LZ 200 X 75 X 25 X 3.5 x3.0 X2.5 X2.0
10.19 9.93 7.44 6.02
1,298 1,125 948 767
7.0 6.0 5.0 4.0
0.347 ').349 0.352 0.355
7, 6, 5,
r)f LZ 200 X 75 X 20 X 2.5
7.25 5.96
923 747
5.0 4.0
0.335 0.339
LZ 255 X90 x 25 X 6. X 5.5 X 5.0 X 4.5 X 4.0 X 3.5 X 3.0 X 2.5
°
X
2.0
ASEP Steel Handbook -104-
24.08 24.41 24.74 25.06 25.37 25.67 25.96 26.24
2 2;
21 1!
r
1i 1: l'
1~
11 10
9
9 7 5,
! '
4, 5, 4,
Cold-Formed Light Gage Shapes 3-27
y
8 I z'h;:fiTH~,
I
~,
>(
"
,
x - - --" ----x
d,', t~1t(1J
LZ SHAPES Full Seotion Propertin
I~
.
I xi OS mm 4
S xi OS mm
3
- 11~
H
,-
~
L~J
'1
Axie Y-Y
Axis X-X
r ·mm
-r
..
r mm
I xi OS mm 4
S xi OS mm 3
Designation
HxBxCxt
r mm
°
24.09 24.41 24.74 25.08 25.37 25,67 25,96 26,24
24,255 22,653 20,976 19,223 17,395 15,490 13,509 11, ~51
190.2 177.7 164.5 150.8 136.4 121.5 106.0 89.8
96.4 96,8 97.3 97,7 98,1 98,5 98.9 99,3
3,646 3,464 3,261 8,037 2, 791 2,523 2,233 1,920
41 9 39.7 37.3 84.6 31.7 28.6 25.2 21,6
37,4 37,9 38.3 38.8 39.3 39,8 40.2 40,7
LZ 255 x 90 x 25 x 6,
20,12 20,46 20,79 21,11 21,42 21,72 22,01 22,29
136,0 127,5 118,5 108.9 98,9 98,3 77.3 65,7 53,6
82,1 92,5 93,0 93,4 8:3,8 84,3 84,7 95,1 8M
2,167 2,072 1,963 1,838 1,699 1,544 1,373 1,186 983
30,1 29,7 27,1 25.3 23,3
22,~
14,963 i 4,025 13,032 11,983 10,878 9,718 8,501 7,227 5,897
31,2 31,7 (32,2 32.7 33,1 33,6 34,0 84,5 34,9
LZ 220 x75x 25x 6,0 x 5,5 x 5,0 x4,5 x 4,0 x 3,5 x 3,0 x2,5 x 2.0
21,71 22,00 22,29 22,55
7,749 6,795 5,774 4,716
77.5 67,9 57,7 47.2
77.3 77.7 78,0 78.4
1,544 1,373 1,1 ee 983
21.1 18.7 16.1 13.3
34.5 34,9 35.4 35.8
LZ 200 x 75 x 25 x 3,5 x 3, x 2,5 x 2.0
21.49 21.n
5,624 4,595
56.2 46.0
78,1 78.4
1,055 877
14.3 11.8
33,8 34.3
LZ 200 x 75 x 20 x 2,5 x 2,0
21.1 18,7 16,1 13.3
x 5.5 x 5.0 x 4.5 x4.0 x 3,5 x 3,0 x 2,5
°
ASEP Steel Handbook -105-
.,
I
3-28 Cold-Formed Light Gage Shapes
B Y
-t-t
-1
Z'~ ,
a'
><
,,
x---
1-
- - - - X
R~'~
I~
1_B.1
'"
Jl
H
L.Z SHAPES Full Seotlon Properties
_.
'z j
j
W kg/m
Designation HxBxCxt
A mtn 2
R mm
a
mm
X
m
LZ 150 x 65 x 20 x 5.5 x 5.0 x 4.5 x 4.0 x 3.5 x 3.0 x 2.5 ." x2.0
11.85 10.93 9.98 9.01 7.99 6.95 5.87 4.76
1,509 1,393 1,272 1,147 1,018 885 748
11.0 10.0 9.0 8.0 7.0 6.0 5.0
0.394 0.398 0.401 0.405 0.409 0.412 0.415
607
4.0
0.419
LZ 150 x 50 X 20 X 6.0
1,441 1,344
12.0
0.283
xM
11. 31 10.55
11.0
0.297
L.Z 150 X 50 X 19 X 5.5 X 3.0
10.39 6.15
1,322 793
11.0 6.0
0.277
L.Z 125 x50x20x 5.5 X 15.0 X4.5 x 4.0 x 3.5 x 3.0 x 2.5
9.47 9.77 9.04 7.28 6.48 5.65 4.79
1,207 1,119
11.0 10.0
1,025
9.0
927 826 720 611
8.0 7.0 6.0
5.0
L.Z 125 x 50 x 15 x 4.5 x 4.0 x 3.5 x3.
0.297 0.371 0.375 0.379 0.383
0.387 0.391 0.394
,
~
,2 2, 2, 2, 1,
1, 1, ' 2,'
ASEP Steel Handbook -106-
Cold-Formed Light Gage Shapes 3-29
8
y
z,-t------"-c:::i ~;
!@\<
1 R~'~"~ jJ W'"
0-
,
x- -..,.::: !----x
LZ SHAPES Full Seotion Properties
I x1dl mm4
mm
16.79 17.16 17.50 17.93 19.15 19.44 19.73
Axis X-X S xi dl mm 3
H
.1-
r mm
I xi dl mm 4
Axis y-y S xi dl mm 3
r mm
Designation HxBxCxt
825 719 600
19.1 18.2 17.2 158 14.6 13.0 11.3 9.4
28.1 28.6 29.1 29.6 30.1 30.5 31.0 31.4
LZ 150 x 65 x 20 x 5.5 x 5.0 x 4.5 x 4.0 x3.5 x 3.0 x2.5 x 2.0
53.9 54.4
559 550
11.9 11.6
19.7 20.2
LZ 150 x 50 x 20 x 6.0 x 5.5
52.2 33.7
54.4 56.8
506 381
10.7 7.9
19.6 22.0
LZ150x50x18x5.5 x 3.0
2,524 2,386 2,230 2,056 1,864 1,654 1,425
40.4 38.2 35.7 32.9 29.8 26.5 22.6
45.7 46.2 46.7 47.1 47.5 47.9 48.3
550 535 513 484 449 407 a56
11.6 11.3 10.7 10.1 9.3 6.4 7.3
21.3 21.9 22.4 22.9 23.3 23.6 24.2
LZ 125 x 50 x 20 x 5.5 x 5.0 x 4.5 x 4.0 x 3.5 x3.0 x 2.5
2, 139 1,975 1,793 1,593
34.2 31.6 29.7 25.5
46.7 47.2 47.6 48.0
420 400 374 341
9.8 6.3 7.7 7.0
20.7 212 21.7 22.2
LZ 125 x 50 x 15 x 4.5 x40 x 3.5 x 8.0
64.6 60.5 56.1 51.8 46.2 40.7 34.9 29.6
56.7 57.1 57.5 57.9 59.3 58.7 59.1 59.4
1,190 1,139 1,077 1,004
19.00
4,945 4,539 4,206 3,947 8,461 3,049 2,609 2,142
12.46 12.99
4,191 3,993
55.9 53.1
12.51 14.29
3,914 2,525
12.95 13.24 13.61 13.95 14.27 14.57 14.96 12.70 13.09 13.44 13.77
~21
ASEP Steel Handbook -107-
3-30 Cold-For:med Light Gage Shapes
LZ SHAPES FuliSeoticn
Propertle.
Designation HxBxCxt
i W kgjm
a
mm
LZ 120 x60 x 20 x 6.0 x 5.5 X 5.0 x 4.5 x 3.0
10.84 10.12 9.36 8.57 6.01
1,381 1,289 1,193 1,092 765
12.0 11.0 10.0 9.0 6.0
0.479 0.400 0.487 0.491 0.502
LZ 120 x40 x 20 x 6.0 x 5.5 x 5.0 x 4.5 x 4.0 x (j.5 x 3.0 x 2.5 x 2.0
8.96 9.39 7.79 7.1 e 6.49 5.80 5.07 4.30 a51
1,141 1,069 993 912
12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0
0.296
LZ 100 >t 50 x 15 x 4.5 x4.0
6.81 6,19 5.52 4.83 4.11 3.35
967 787 703 615 523 42.7
)( S,5
xs,o x 2.5 x 2.0
627 739 645 549 447
9.0 8.0 7.0 6.0 E.O
4.0
ASEP Steel Handbook ·108-
Q.3oo 0.304
Moe 0.313 0.317 0.321
0.325
i
1 1 1 1 1 1 1 1,
0.329 0.470 0.475 0.480 0.485 0.490 0.494
1, 1, 1,
Cold-Formed Light Gage Shapes 3-31
l.Z SHAPES Full Section Properties
Axie
x-x I
r mm
14.00 15.20 15.57 15.92 16.85
9.60 10.09 1M1
2,775
46.3
2,640
44.0
2,ZH.fZXZ$:;
t_~IJ ~"-2~f:o~ ; I
x - .'
x
I I
y
8
r
t-i
,
$".tK:z'it<
1
- ,.. ~
x-
III
LS SHAPES Full Seotlon Properties
-----r
1
Designation HxBxt
J Weight W kgJm
Area A mm 2
r R mm
Ix=~
Sx=Sy x10' mm 3
x1 mm 4
rx=ry mm
LS 100 x 100 x 4,0 x :3,5 x 3,0 x 2,5 x 2,0
11.52 10,19 9,93 7.44 6.02
1,467 1,299 1,125 948 767
9,0 7,0 6,0 5,0 4,0
2,166 1,966 1,729 1,478 1,212
43,76 39,32 34,59 29,56 24,24
L.!
LS 75 x 75 x 4,0 x3,5 x 3,0 x 2,5 x 2,0
9,38 7,44 6.49 5,49 4,45
1,067 949 925 698 567
9,0 7,0 6,0 5,0 4,0
859 779 692 599 495
22,99 20,79 19,46 15,94 13,19
L.S
LS 50 x 50 x 4,0 x 3.5 x3.0 x 2.5 x 2,0
5,24 4,70 4.12 3.52 2.98
667 598 525 448 367
8.0 7,0 6.0 5,0 4.0
216 201 183 162 137
8,64 9,06 7.34 6,47 5.47
LS32x32 x 4.0 x 3.5 x30· x 2.5 x 2.0
2,98 2.72 2.43 2.10 1.75
379 346 309 268 223
8.0 7,0 6.0 5.0 4,0
40 40 39 36 32
2,49 2,50 2.41 2.24 1.97
LS
ASEP Steel Handbook -116-
19, 18, 19, 19, 19,
Cold-Formed Light Gage Shapes 3-39
'.
y
I ,
ITII I
-
I
~"~;i:o~: -x
x-
"'~ I
LS SHAPES Full Seotion Properties
-
I y
I
8
I
Designation HxBxt
Weight W kg/m
Area A mm 2
Radius R mm
I
S
r
IX=J
Sx=Sy x1 (iI mm 3
rx=ry mm
Xl
mm 4 39,6 39,9 39,2 39,5 39,9
LS29x28 x 4,0 x 3,5 x 3,0 x 2,5 x 2,0
2,49 2,29 2,05 1.79 1,50
315 290 261 229 191
8,0 7,0 6,0 5,0 4,0
222 23,4 23,4 22,3 20,0
1,59 1.67 1. 67 1.59 1. 43
9,4 9,0 9,5 9,9 10,2
29,3 29,7 29,0 29,3 29,5
LS25x25 x3,5 x 3,0 x 2,5 x 2,0
1. 95 1.77 1. 56 1. 31
248 225 199 167
7,0 6,0 5,0 4,0
14,3 14,9 14,7 13,5
1.14 1.19 1.17 1. 09
7,6 9,1 9,6 9,0
LS 24 X24 x 3,5 x 3.0 x 2,5 x 2,0
1.94 1.67 1. 48 1.25
234 213 189 159
7,0 6,0 5,0 4,0
11,9 12,6 12,6 11.7
0,99 1.05 1.05 0,97
7,1 7,7 8,2 9,6
190 13.3 18,7 19,0 19,3
103 10,7 11.2 11.6 11.9
.
ASEP Steel Handbook -117-
3-40 Cold-Formed Light Gage Shapes
NOTES
ASEP Steel Handbook -118-
Rolled Shapes 4-IA
PART 4 ROLLED SHAPES
ASEP Steel Handbook -119-
4-1B Rolled Shapes
NOTES
ASEP Steel Handbook -120-
CONTENTS Nomenclature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-2 General ........ " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 Scope and Classification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3 Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 Sectional Dimensions and Properties .. '"
. . . . . . . . . . . . . . . . . . . . 4-4
Dimensional Tolerances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-5 Tables of Dimensions and Properties W-Shapes . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . '"
... 4-12
S-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-38 Channels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ... 4-42 Structural Tees . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-46 Angles . . . . . . . . . . . . . . . . " '"
" . . . . . . . . . . . . . . . . . . . . . . . . . . 4-66
Pipes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-76
ASEP Steel Handbook -121-
4-2 Rolled Shapes
NOMENCLATURE
Symbol A
B
bf d H I
PS PD PE r
r
S
w x
y
u
t
Definition
Cross-sectional area Width of the flange section or the length of shorter leg of the angle Flange width of the rolled section Nominal diameter of the rolled section Nominal depth of section; or length longer leg of angle Moment of inertia Designation for standard Vleight pipe Designation for double-extra strong pipe Designation for extra strong pipe Radius of gyration Radius of gyration of a section comprising the compression flange plus 1/3 of the compression web area, taken about an axis in the plane of the web Elastic section modulus Base metal thickness of the rolled sect .on Base metal thickness of the section Flange thickness Web thickness Nominal weight of the section per unit length Nominal weight of the rolled section per unit length Distance from the outer face of channel web or angle leg to the centroid along the X-X axis Distance from the outer face of channel flanges Or angle leg to the centroid along the Y-Y axis Angle of Z-Z axis with respect to Y-Y axis
ASEP Steel Handb00k -122-
....
-
mm
mm
mm mm 3 iuc:u.,~
mm mm mm
kg/m
mm 'I
mm
rad
gi
Rolled Shapes 4-3
ROLLED SHAPES Units
rum inches inches rum rum!'
rum
rum rum 3 inches rum rum rum kg/m Ibs/ft
rum
General Rolled steel shapes are herein defined to include structural steel sections produced by passing red-hot blooms (for larger sections) or billets (for smaller sections) through rolls until the desired shape is attained. The available shapes and sizes of locally produced rolled shapes are limited. These include channel sections up to a depth of 150 rum, flat bars up to a maximum size of 100 mm, angle sections up to a maximum of 100 rum, square bars up to a maximum of 25 rum. As a result, the number of sections presented in the 1st Edition was limited as they were based on locally produced sectiom. To increase the usefulness of the handbook, Part 4 has been considerably expanded to include the angles (which can be produced locally up to 100 rum) and the AISC Standard W shapes, WT shapes, S shapes, and pipes. All designations are identical to the AISC Manual of Steel Construction, 9th Edition but the dimenSions/elastic properties and weight are converted to S.l. units
Scope and Classification The following stiuctural steel rolled shapes normally produced abroad and imported in the country are: wide flange, WT, S, channel, angle nnd pipe sections. The classification and designations relating to these shapes are given below.
rum rad
ASEP S1:ee1 Handbook -123-
I
4-4 Rolled Shapes
I
I Class I I I Rolled I I [
I I I I
Shape
Designation
Wide Flange S Shapes Channels Structural Tees Angles Pipes-standard strength Pipes-extra strength Pipes-double extra strength
W S C WT L PS PE PD
dxw dxw dxw dxw HxBxt d d
d
A total of 674 steel sections are presented in this Handbook. Of these, 291 are W shapes, 31 are S shapes, 29 channels, 206 are WT shapes, 80 are angles and 37 are pipes. shapes have depths ranging from 105.7 ffiffi to 1,016.0 ffiffi. S have depths ranging from 76.2 ffiffi to 622.3 ffiffi. Channels depths ranging from 76.2 ffiffi to 381.0 ffiffi. WT shapes have ranging from 52.8 ffiffi to 475.0 mm. Angles have depths ranging 20.0 mm to 200.0 ffiffi. Pipe sections have depths ranging from mm to 304.8 mm.
Materials The minimum quality requirement for rolled shapes is tural steel conforming to the billet specifications for PNS Grade 230 (structural Grade, formerly PTS 230). Locally rolled shapes are available only for structural steel minimum specified yield stress, Fy ' is 230 11Pa. Sectional Dimensions and Properties Except for the angles which can be locally produced up to maximum depth of 100 mm, the shapes, dimenSions, and propert· of steel sections presented in this Part 4 of the Steel are based on the data compiled from AISC, Manual of Steel struction, 9th Edition but converted to S.l. units.
ASEP Steel Handbook -124-
11
Rolled Shapes 4-5
I I I I I I I I I Steel are ~9 les. W shapes :;
have
depths ng from m 12.7
For the locally produced angles, the adopted sections have dimensions which are in increments of 25 mm. The increment of angles' thicknesses were made to be similar to that of the plate thicknesses of thebuil t-up shapes to facilitate easy recall in detailing and design.
Dimensional Tolerances The
tabulated dimensions and properties are theoretical and the finished product will normally have some slight variations. To guide the designer and fabricator, a summary of the dimensional tolerances as given by the ASTM Specifications A6 is also given below. Such close tolerances are adopted to avoid overlaps in angle legs and thickness dimensions in keeping with internationally accepted standards as can be found say in ASTM. a detailed discussion on these tolerances as well as other fabrication requirements reference to the ASTM A6 specifications and AISC Manual of Steel Construction, 9th Edition is hereby suggested.
struc,PNS 49 ;lroduced' whose
;up to a· ·operties :Handbook 'e1 Con-
ASEP Steel Handbook -125-
4-6 ROlled Shapes
DIMENSIONAL TOLERANCES Rolled Shapes ROLLING TOLERANCES
I
Nom
i
I 1 I Permissible Variations a F + F'I E, Web IShapelNominal Size, 1_ _ _ _ _ _ _ _ _ IOut-of-1 off I I mm I ",mm I B,mm 18QUarebi center i I lOver Under lOver Under[max, mwl max,mm I I I I I I f-f-----f-----f----f---f IW IUp to 310 i4 3 I 6 5 I 6 I IS 175-1BO,incl i 2 I 3 J 1 O.OJ 1 lover IBO-360 i J i 4 il 0.03 I I Ie Ito and under I 1 I I I 0.03 I I lover 40-75, i 2 I 2 I 0.03 I I I excl I I I I [75-180, incl i 3 I 3 I 0.03 I I I lover 180-360 i 3 I J 4 I 0.03 I c IL 125 and under I 0.8 0.8 I 0.8 O.B I 0.0261 I lover 25-50, I 1.2 1.2 I 1.2 1.2 I 0.0261 I I incl I I I I lover 50-75, i 1.6 1.6 I 1.2 1.2 I 0.0261 I I I ml i I I I lover 75-100, 1 3. 2 2.4 3.2 2.4 I 0.0261 I I I I I I inc! lover 100-150,1 3.2 J.2 3.2 3.2 I 0.5901 I I I I I I incl I lover 150 1 4. 8 J.2 4.B 3.2 0.5901
I G,max IDepth over I Specified, I mm I I I I I
ASEP Steel Handbook -126-
I Variations from Specified Web IThickness, Over and Under, mm 1_________________ 1 I 5 and lOver 5 I under I to 10 f---I--I I I I I 0.2 0.4 I 0.4 0.5 0.5 I I I I 0.2 0.2 I 0,2 0.2 0.3 I I 0.3 0.4 0,4 I I I I I I
61
7
a b 9, ( . fOl ': c
; var 1,5
Holled Shapes 4-7
a H is measured at center line of web for Wand S shapes; at the back of web for C and L shapes. Measurement is overall for C shapes under 75 mm. B is. measured paralle" to flange. G is measured parallel to web. b F + F' applies when channel flanges are toed in or out. For channels 16 mm and under ir depth, the permissible out·-of-square is 0.047 mm/mm of depth. Tolerance is given per mm of flange width for Sand C shapes.
I
I I
c For unequal angles, tre longer leg determines the nominal size classification. Out-of-square tolerance is per mm of leg length.
I
I I
I I I I I
CUTTING TOLERANCES I
[ied Web I der, mm I
--I
Over 10 I
I --1 I I I I 0.5 I I I I I
0.3 0.4
,
I
Variation from Specified Given Length, mm IShapelNominal Sizeal , mm I I I I 11,500 to 3,000 13,000 to 6,000. 6,000 to 9,000, 9,000 to iI,OOO 112,000 to 15,000 I I exel incl incl incl I i I Over Under Over Over Under Ove r Under Under Over Under I I
I I
I
I I I I I
I
f-I
Ii I
610 and I under I All columns
I I I I IS,C, LI Under 75 I I
I I
75 and over
10
10
10
10
10
10
I.
, Ib
10
( Ib
10
13
13
13
13
13
13
( Ie
13
(ic
13
16
0
25
0
38
0
51
0
64
0
13
6
13
6
19
2\
6
13
a Nominal size pertains to greatest sectional dimension. b W shapes with a nominal size of 610 mm and under with lengths over 9,000 mm, permissible variation over specified length. 10 mm plus 2 mm for each additional 1,500 mm or fraction ttlereof. c W shapes used dS columns with lengths over 9,000 mm permissible variation over specified length. 13 mm plus 2 mm for each additional 1,500 mm or fraction thereof.
ASEP Steel Handbook -127-
4-8 Rolled Shapes
END OUT-OF-SQUARE TOLERANCES r---.----------.-------------------
I
Shapes
I
I
I
Permissihle Variation for Ends Out-of-Square mm/mm of Depth
I
Ir-----~------------------------------------------~I a W 0.016 I·
I
°
I
I S O . 17 I C 0.017 b I 0.026 ~
_ _ _ _ _L -___________________________________________
I
I ~
a for W shapes, permissible vari?tion is mm/mm of depth or flange whichever is greater. b
for angles, permissible variation is mm/mm of the longer leg 1
I I I I I I I I I I Shape I I I
I
~
I
IW
I -I I I
I I I I
I I I I I I
I I I I I I IC I I I I SI I
S,C, L
I
I
I
a
ASEP Steel Handbook -128-
Rolled Shapes 4-9
STRAIGHTNESS TOLERANCES ~---------
r-
" """ ,,-"
f-,,-
I H
-s."p
"" "" "
,.)
NOt flN,q
L
H
I
(C) (lwmn
(S) S>W1:
(l) NlC(I
-~I------r'-----""------------------,----' ------ .. ---..---
-------1
1-1
',g length.
I Shape I I I
Slc'ion or
Sections with flange .idth less than 150 II
and
Sweep
I
,
r:
I
mm x (total length In m.1
Sections with a flange width appro!. equal to depth dnd specified on order as columns; i Length of 13,710 I. and nuder ,;1 ". x (total
I
I I leng~ll
in •. ), but over 10 mm
,
I Length
IS, C, L
I Cambe r
I
I
I
I
Nominal Size , a mm
I Camber
I I I I I I I I I
Permissible Vlriations
-----fl---------r--------------
1-:
Ii
Variable
I
I
over 13,720
Unde:' 75 mm 75 aiJd over
II
11C
II I
I 16
II
(1 mm
I
(total length in
I -
13,72 m,))
I I I I I I I
in any 1,500 mm, or 4 II x (tot,length in m.)1
12 mm x (total length in m.l
I
I I Ali I Sweep ,Due to the extreme variations in flexibility I I iof thrse shapes, tolerances for sweep are I I I [,ubject to negotiatIons between manufacturer I I I jand purchaser for th;: individual sections I I L __....l_________....!.___.. ____________ ......J____ .... ____.....____..... _____..______________
I
i
a
i
For L shapes, nominal size pertains to longer leg.
ASEP Steel Handbook -129-
4-10 Rolled Shapes
NOTES
ASEP Steel Handbook -130-
Rolled Shapes 4-11
TABLES OF DIMENSIONS AND PROPERTIES
ASEP Steel Handbook -131-
4-12 Rolled Shapes
,
".: -r
'f
r~r""
k1
~..::~
i
i I
x . _...
dl I
x
~.
:'w
.•.. __ .__.. _, .. _ c=: __ ~~-==:J
l__~f Designation dxw
--
IT
W SHAPES Dimensions Properties
, ---.-- -l k
-I ~
Weight W kg/m
Area A mm2
Depth H mm
Web Thlokness tw mm
Flange Width bf mm
454,9
mm
120,1 119, 118, 117, 11 ~, 112,52 .
x1 ml ,
50,0 4M 40,9 37,1 34,0 81.0 28,4 25,4 28,6 21.1 19,1 16,5 165
429,5 423,9 419.4 415,5 412,5 409,4 406,9 404,0 402,0 402,1 400,1 400,1 400,1
99,9 92,0 78.9 67,1 61.0 55,9 51,1 46,0 41.9 40,0 :36,1 81.0 27,1
3,815 2,026 10,655 9,656 9,115 9,116, 8,951, ,6,201,
16.5 16,5 16.0
300.0 3(10,0 300,0
31.0 26,0 21.1
4,828,: 4,070,'
62,198 56,516 50,839 46,258 41,806 :36,452
1,016,0 1,008,1 1,000,0 992,1 982,2 970,3
28,1 21,1 19,1 18,0 18,0 18,0
W 40x 655 x 531 x 480 x 436 x 397 x 362 x:324 x 297 x 277 x249 x 215 x 199
974,:3 983.0 791,6 710,4 649,5 588,6 587,9 488,6 443,5 412,6 872,0 321.2 296.3
128,971 112,258 100,645 90,322 92,590 74,889 68,397 61,484 56,387 52,452 47,290 40,839 37,677
1,107,9 1,091,9 1,075,4 1,062,0 1,050,0 1,040,1 1,000,0 1,020,1 1,011.9 1,009,1 1,000,3 990,1 982,2
W 40 x 193 x 167 x 149
272,5 249,2 222,3
34,645 31,677 28,258
990,1 980,2 970,3
4~2,9
ASEP Steel Handbook
,
rt
450,9 449,8 449,8 449,8
489,2 444,5 399,9 868,8 :328,8 286,7
-132-
~ mm
43,9 40,0 85,9 82,0 27,1 21.1
W 40 x 828 x298 x 268 x 244 x 221 x 192
x~9:3
Thlokness
1,11 10,Oi 8,~
'7,99 '6,90 ~,61
23,51 20,971 18,431 1~441
1,1,73'
~,535,
Rolled Shapes 4-13
W SHAPES Dimensions Properties
S xi 03 mm 3 120,14 119,39 118,62
117,60 115,82 112,52 112,52 111.2~
109,98 108,71 107,70 105,93 105,92 105,16 104,39 104,90 104,14 103,99 102,62
i
Designation dxw
S
xi 03 mm3
mm
415,65 406,54 392,62
690,944 620,185 549,425 486,991 411,237 320,498
3,037,8 2,738,7 2,437,0 2,165.4 1,828,5 1,425,1
105.40 104,76 103,96 102,60 99,18 93,77
W 40 X 328 x 298 x 268 X 244 x 221 X 192
10,655,524 9,656,569 9,115,468 8,116,513 6,951,065 6,201,848
1,190,422 1,040,903 915,709 807,489 715,918 640,996 574,399 507,802 453,692 432,881 385,430 331,320 289,281
5,556,2 4,946,6 4,866,8 3,886,8 3,471,1 3,131.4 2,823,3 2,513,9 2,257,2 2,153,1 1,926,7 1,656,2 1,446,0
98.03 96,66 95,39 94,55 93,11 92,55 91.65 90,88 89,70 90,85 90,28 90,07 87,62
W 40 x 655
25,611.8 23,357,5 20,891,1 19,086,0 18,084,5 16,228,2 14,041,1 12,628,5
435,72 432,29 428,03 426,65 422.41 421,87 419,4,) 416,30 413,83 416,88 41 4,29 412,56 405,72
M3t5,878 4,828,285 4,070,743
11,182,5 9,851,6 8,390,7
399,74 390,41 379,55
139,854 117,793 95,317
932,4 785,3 635,4
63,54 60,98 58,08
W 40 X 183 x 167 X 149
11,155,002 10,072,800 8,948,976 7,991,643 6,909,442 5,619,124
21,958,7 19,983,7 17,898,0 16,110,6 14,069,3 11,582,2
23,517,076 20,97e,064 19,439,052 1M41,141 14,734,592 13,319,406
42,453.4 38,424,9 3',292,5 :)0,962,6
1~029,088
28,065,9
3
xi 0 mm'
mm 423,51 422,17 419,~5
ASEP Steel Handbook -133-
X 593 X 531
X 480
x436 X 397 X 362 x324 X 297 X 277 x249 X 215 X 199
-
1
4-14 Rolled Shapes
W SHAPES Dimensions Properties
Designation d~
Weight W kg/m
Area A mm 2
Web Thickness
Depth H mm
mm
Flan!;ll Width bf mm
tw
Flange Thickness ~
mm
W 36x B48 X 798 x720 x650 X 588 X 527 x 485 X 439 X 393 x 359 X 328 X 300 x 280 x 260 X 245 x 230
1,263.6 1,187.4 1,070.7 964.2 872.8 781.5 720.6 649.5 593.6 532.8 499.2 449.1 418.1 389.2 365.9 343.0
160,645 150,967 136,129 122,580 110,968 99,355 91,613 82,580 74,193 67,742 62,193 56,969 53,161 49,355 46,516 43,613
1,078.2 1,066.0 1,046.2 1,027.9 1,011.9 995.9 984.0 971.9 960.1 950.0 942.1 933.2 927.6 921.0 916.4 911.9
64.0 60.5 55.0 50.0 45.5 40.9 38.1 34.5 31.0 28.4 25.9 24.0 225 21.3 20.3 19.3
460.5 456.9 451.5 446.4 442.0 437.4 434.5 430.9 427.5 424.9 422.4 42:3.0 421.5 420.4 419.4 419.3
115.1 109.0 99.1 899 820 73.9 68.1 62.0 5M 51.1 47.0 42.7 39.9 36.6 34.3 32.0
W 36 X 256 x 232 x 210 X 194 X 192 x 170 x 160 x 150
392.6 345.6 313.6 299.2 272.0 253.7 239.5 224.3
49,645 43,935 39,871 36,774 34,581 32,258 30,323 29,518 613
950.7 942.9 931.9 926.9 922.9 918.7 914.7 910.6 903.0
24.4 22.1 21.1 19.4 18.4 17.3 16.5 15.9 15.2
310.3 307.8 309.4 307.7 306.7 305.6 304.9 304.2 303.5
43.9 39.9 34.5 32.0 30.0 27.9 25.9 23.9 201
ASEP Steel Handbook -134-
7,5 353,7 "', 8, i 06,0 1 " M41,61
"'·6,992,69 . '" 6,243,47 '.,'.5,494,251 5,036,401 4,703,4H 4,370,43( , 4,tee,25! " 3, 782, 73~
Rolled Shapes 4-15
y
114==1 R~ 1 1 x ____ 1
W SHAPES Dimensions Properties
11 dJ
---x T
-:-Iw
l==~-===.l
_
k
d
.
L~ Designation
dxw
I x10 3 mm4
rt mm
x10 3 mm3
mm
28,053,9S18 26,056,097 23,017,599 20,353,717 1e, 106,067 15,941,664 14,443,230 12,903,174 11,446,364 10,322,539 9,365,207 9,449,499 7,866,n4 7,200,904 6,701,326 6,243,471
52,038.6 49,995,7 44,002.3 39,602,5 35,796.3 32,014.6 29,366,2 26,555,2 23,944,1 21,731.7 19,991,6 19,109.( 16,961.6 15,686,9 14,625,3 13,693,3
417.89 415,45 411.20 407.49 403.94 400.56 397,U6 396.29 392,79 390.36 399,05 395. 1~ 394.69 381.97 379,56 379.36
1,893,863 1,749,172 1,531,132 1,344,429 1,196,260 1,036,416 936,621 929,301 729,405 663,483 591,049 541,101 499,479 453,692 420,394 391,258
8,225.2 7,652,3 6,785.1 6,023.4 6,367,7 4,739,0 4,310.8 3,944,6 3,407,7 3,075.9 2,799,5 2,559,4 2,370.0 2,159.4 2,004,7 1,870.7
108.58 107,61 106,08 ' 104.73 103,39 102,13 101. 11 100.16 99.09 98.22 97,49 97,46 96.93 95.99 95,07 94.72
W 36 x 848 x 799 x 720 x650 x 599 x627 x486 x 439 x 393 x 359 x 329 x 300 x 290 x 260 x245 x230
6,992,699 6,243,471 5,494,255 e,036,400 4,703,415 4,370,430 4,De8,256 3,762,732
14,710,6 13,244.5 11,791.5 10,969.4 10,193.9 9,514.4 9,973,4 9,264,3 7,190.7
379,14 376.97 371.22 370.07 369.90 369.08 365,93 363,25 356,03
219,770 194,796 171 ,071 156,097 144,432 133,194 122,799 112,392 652
1,416,5 1,265,7 1,105.8 1,014.5 941.9 871.7 905,7 739,9 617,1
67,21 66,59 65.50 65.15 64.63 64.26 63,63 62. 79
W 36x256 x 232 x 210 x 194 x 182 x 170 x 160 x 150 136
ASEP Steel Handbook -135-
4-16 Rolled Shapes
y
It-
=tkl i-;:---If [
(-~-I
R [
=0
[ [
x---
[
_::;J
.-
k
W SHAPES Dimensions Properties
.
G-J Designation dxw
Weight W kg/m
Area A
Depth H
Web Thick less tIl
mm2
mm
mm
Flange Width bf
mm
Flange Thickness ~
mm
868.2 861.8 855.5
46.0 41.9 38,6 35,1 32,0 29,5 26.4 24,4 221 21.1 19,7 18,2
423.5 421.4 418.0 414.4 411.5 408,9 406,0 404,0 401.4 402,8 401.4 399,9
89.9 83.1 75,9 69,1 63,0 57,9 53,1 48,0 43,9 39,9 35.6 32.4 29,2
31,935 28,839 26,839 24,710 22,387
859.0 850,6 845,8 840,5 834.6
17.0 16,1 15.4 14,7 14.0
292,1 293,8 293,0 292.4 291,6
31.0 26,8 24.4 21.7 18,8
1OS,677 99,355 90,322 81,935 73,548 67,097
898,9 882,9 868,9 855.0 843,0 833,1
50.0 45,5 41.4 38,1 34,5 31,5
411,5 406,9 403,0 399.4 396,0 392,9 ,4
89,9 82,0 74,9 68.1 620 56,9 52.1
W 33 x 619 x 567 x 515 x 468 x 424 x 387 x 354 x 318 x 291 x263 x 241 x 221 x 201
918.5 842.4 766.3 695.2 629.2 573.4 527,8 474.5 434,4 392,8 359.8 329,8 299,9
116,774 107,097 97,419 88,387 80,000 72,903 67,097 60,322 55,226 49,93(: 45,742 41,935 38,129
W 33 x 169 x 152 x 141 x 130 x 118
251.2 226.8 211.1 194.4 176,1
W30x581 x 526 x 477 x 433 x 391 x 357 x
862,7 781,5 710,4 644.5 578,5 527,8
962.9 948,9 935.0 923,0 913,1 903,0 893.1 884,9
8n.1
ASEP Steel Handbook -136-
Rolled Shapes 4-17
=n
y
1.111-
R~ I I I
x---~i -~--11
W SHAPES Dimensions Properties
1 w I
k
L~-J I x10 3
rt
mm
1,194,584 1,073,977 953,170 844,950 749,217 674,295 607,698 536,939 482,929 429,719 387,928 349,634 311,757
101.14 100,14 99,92 97,77 96,77 96,17 95,17 94.35 93,50 92.66 92.09 91.31 90,42
W33x619 x567 x 515 x 469 x424 x 387 x354 x 318 x 291 x 263 x 241 x 221 x 201
347,97 32,210,1 i 1,958,7 1,781,4' 1,510,9: 1,340,2! 1,232,0< ,111,~
1,OO7,2E
y
llj=~y==n x -- -
Jr---
x
T
d
J~=ll
W SHAPES Dimensions Properties
L_~L.J I x103 mm4
S x10 3 mm 3
I x10 3
Designation dX'N
S x10 3 mm3
mm
1,248,694 1,123,825 996,468 874,086 761,704 645,159 561,912
4,008.0 3,639.9 3,223.2 2,877.2 2,527.6 2,139,9 1,877.1
252.74 250.77 248.81 245.93 242.36 234.40 231.86
49,532 45,369 39,292 34,339 29,303 14,360 12,112
433.4 394.0 343.0 300.8 257.4 160,6 136.2
50.34 50.39 49.66 48.74 47,54 34,97 34.04
W 24 x 103 x 94 x 84 x 76 x 69 x 62 x 55
5,078,023 4,495,299 3,999,994 3,529,642 3,171,683 2,813,724 2,476,577
15,367,0 13,898.0 12,598.4 11,329,3 10,349.8 9,332.4 8,351.3 7,556.2 6,823,0 6,239,8 5,393,3 4,834,1 4,474,5 4,067,9 3,713.5
259,27 255.18 251.65 249,06 246.66 244,76 242,27 240,5E 2S860 237,87 232,93 231.39 230,64 229,52 228,89
529,614 466,179 413,734 363,370 326,742 288,865 253,485 225,597 201,040 191,061 156,503 138,605 126,951 114,047 103,225
3,104.9 2,767.5 2,481. 2 2,202,9 1,996.0 1,780.4 1,574,9 1,412.6 1,266.4 1,147,9 984.9 877.2 906.9 727,9 661,3
93.33 82.18 80,93 79,91 79.17 78.42 77.51 76.86 76.25 75,93 74.94 74.41 74,04 73,52 73.27
W 21 x 402 x364 x 333 x300 x275 x 248 x 223 x 201 x 192 x 166/ x 147 x 132 x 122 x 111 x101
2,210,189 '. 1,968,775 1,791,471 1,510,920 1,340,265 1,232,045 1,111,339 1,007,280
mm4
ASEP Steel Handbook -143-
mm
4-24 Rolled Shapes
y
IIF=-1R I I I
x----i
=n k
-~-dJ
W SHAPES Dimensions Properties
I --tw I
k
y
bl
DeslQnatlon dx!N
W 21 x 93 x 93 x 73 x68 x52 x57 x50 x44
WelQht W kQ/m
Aria A
Web Thlcknln
Depth k mm
mm2
mm
Width bl mm
Thickness ~ mm
t,.
100.5 123.3 109.1 101.5 92.9 94,7 74.6 55.0
17,613 15,677 13,871 12,903 11,806 10,774 9,484 9,397
549.1 544,3 539.5 536,7 533,1 534.9 529.1 524,9
14.7 13,1 11, t) 10.9 10,2 10,3 9.7 c,9
213.9 212,2 210.7 210.1 209,3 11lS,5 1SS.9 16(5,1
23,6 21.2 19.8 17.4 15.6 16.5 13,6 11.4
464.3 422,2
566.9 555.0 545,1 524.9 525,0 516,9 509.0 500,9 '19M 499.0
38.6 35,6 32.5 29,5 26.9 24,4, 22.6 20,6 19.5 17.0
304.9 302,0 299,0 295,9 293.5 291,0 288,9 287.0 283.5
69.6 53,5 59.4 53,6 49.5 44,5 40.4 36.6 3M 30,5
491.8 475,7 472.2 467,1 462,5
16.6 15.0 13.6 12.2 10,9
286,1 284,5 283,1 281.7 290,3
26.9 23,9 22.1 19,6 17,3
W18x311 x 293 x 259 x234 x 211 x 192 x 175 x 158 x 143 x 130
349.1 315.1 296,2 260.3 235.0 213.6 193.8
59,032 53,677 49,958 44,397 40,064 36,397 33,097 29,871 27,161 24,645
W19x119 x106 x 97 x 86 x 76
178,1 157,8 144,6 129,4 113,2
22,645 20,054 18,387 15,323 14,397
3~,2
2~,0
ASEP Steel Handbook -144-
86 1,5 , L 56 611 " 55: 491 I
40~
35e 2,99E 2,56~ 2,29~
2,036 1,902 1,510 1,435 1,273 1,144, 1,023, 911, 795, 728, 1635 -.. "'.~ ! 553,i
Rolled Shapes 4-25
=n, x--- t---x y
"i-~rc,,,
I
=J~C':_J
W SHAPES Dimensions Propertien
L-_'L_ I ,
S :3
Y
xi 03 mm4
mm
mm W 21 x 93 x 93 x 73 x 68 x 62 x57 x 50 x 44
350,993
22117 220,48 219,12 218,50 216,34 212,60 207,81 204,54
38,668 33,981 29,386 26,930 23,933 12,737 10,364 9,616
3616 319,3 278,9 256,4 228,7 153,0 124,9 104,4
46,86 46,49 46,03 45,68 45.02 34,38 33,06 3205
2,896,971 2,563,996 2,293,435 2,039,534 1,802,282 1,610,816 1,435,998 1,273,668 1,144,636 1,023,929
10,220,4 9,239,6 8,414,7 7,625,9 6,865,8 6,232,6 5,642.4 5,085,5 4,624,8 4,187,8
22153 218,56 216,41 214,36 212,10 210,40 208,30 206,49 205,29 203,83
330,904 293,027 261,393 232,257 205,202 183,142 162,746 144,432 129,448 115,712
2,170,6 1,940,6 1,748,4 1,569,8 1,398,3 1,259,7 1,126,7 1,006,5 908,4 816,3
74,87 73.89 73.06 72,34 71,57 70,94 70,12 69,54 69,04 68,52
W 18 x 311 x 283 x 258 x234 x 211
911,547 795,002 728,405 1636,834 553,588
3,783,9 3,342,5 3,085,2 2,726,8 2,393,9
200,63 199,06 199,04 197,52 196,16
105,307 91,571 83,663 72,840 63,267
736,2 643,7 5910 517,1 451,4
68,19 67,56 67,45 66,80 66,31
W18x119 x 106 x 97 x 86 x 76
40~,572
1
jJ
3,138,2 2,798,9 2,468,8 2,295,6 2,076,9 1,820,9 1,548,2 1,337,2
861,599 761,704 , 665,970 616,023 553,598 498,991
j
d
Designation dxw
I xi 03 mm4
)
T
ASEP Steel Handbook -145-
x 192 x 75 x 158 x 143 x 130
-
•
4-26 Rolled Shapes
y
W SHAPES Dimensions Properties
y
Designation dlNl
Weight W kg/m
Web ThloknesJ
Depth H mm
Area
A
mn-r
Flange Width
til'
mm
mm
x1
20,6 19,1 17,7 16,0 14,5
3~
153,9 152,9 152,4
15,4 13,3
29 25
10,8
21
14,9 13,3 11.6 10,0·
264,8 263,3 261.5 260,0
25,0
10,9 9,7 8,9 7,7·. 7,5 7,0/ 6,4
199,8 179,6 178,7 1n,7 1n,4 140,3 139,7
18,2
W 18 x 71 x 65 x 60 x 55 x 50
105,5 96,9 89,3 82,2 74.6
13,419 12,323 11,355 10,452 9,484
466, 1 463,3 460,0 456,9
11.4 10,5 g,g 9,0
192,8 191,9 191,3 190.4
W18 x 46 x 40 x 35
68,5 59,9 52,3
8,710 7,613 6,645
458,7 454,7 449,6
9,1 8,0 7,6
149,2 133,0 114,7 100,0
18,968 16,903 14,581 12,710
431.0 425,5 419,6 414,9
85.3 74.6 67,5 59,9 53,9 46,3 39,0
10,839 9,494 9,591 7,613 6,839 5,994 4,955
417,3 413,0 409,7 406,7' 403,4 399.5
1,091.0 139,709 994,6 126,451 90U 114,838
569,5 549,7 531,4
,
Flange Thickness ~
3i
"7"'"'\ ,
W1~ x 100 . x 89
x 77 x 6,7 W16 x 57
x 50
"x~-45
x 40 x 36
x 31 x 26 W 14 x 730 x 665 x605'
402,8
454,4 449,3 44?,3
ASEP Steel Handbook -146-
22.2 19,3 16.9
3H
16.0 14,4 12.8 10,9 11.2
a,a
124,7 114,8 105,7 97,0
27'
2~
..
21~
. 18E . 1SS : 125
Rolled Shapes 4-27
=n
y
Ir1=
R II
W SHAPES Dimensions Properties
I
W
I
I
y
br
_k
I Designation dm
r
mm
)
i4 ,9
is i2
is
,
445,369 409,572 370,446 332,995
1,911,0 1,769,1 1,610,6 1,457,6
,50 190,11 199,92 199,26 197,39
299,357 254,734 212,279
1,292,2 1,120,4 944,3
194,46 192,92 179,73
9,365 7,950 6,SS9
121,7 104,1 93,6
32. 79 32.32 30,96
W1Sx 46 x 40 x 35
620,195 541,101 462,017 397,095
2,977.9 2,543,4 2,202,2 1,914,6
180,92 179, Ei2 179,01 176,75
77,419 67,946 57,440 49,532
584,7 515,4 439,3 391.0
63,99 6:3. 35 62,76 62.43
W16x100 x 99 x 77 x 67
315,503 274,297 243,912 215.609 186,472 158,097 125,296
1,512,1 1,329,8 1,190,7 1,060,3 925,9 773,9 629,9
170,61 170,06 1-69,60 169,29 16t.12 162,97 159,01
17,940 15,494 13,652 12, 029 10,199 5,161 ' 3,992
199,5 172,4 152,9 135,4 115,0 73,6 57,2
4M9 40,41 39,99 39,75 39,62 29,62 29,38
W16x x x x x x x
22,909 20,953 19,699 16,691
x x
119,01 117,16 115,49 113,77 ASEP Steel Handbook -147-
57 50 45 40 36 31 26
W14x730 x665 x 605 x 550
-
1
4-28 Rolled Shapes
y
W SHAPES Dimensions Properties
Designation
dxw
Weight ,W kg/m
Area A mm 2
Web Thlokness (, ". ----------til" ,: mm I
Depth H mm
Flange I bf
W 14 x 500 x 455 x 426 x398 x 370 x342 x 311 x283 x 257 x 233 x 211 x 193 x 176 x 159 x 145
746,0 680,0 634,3 593,7 553,1 512,5 463,8 422,7 383.6 3476 314,6 288,2 262,9 237,0 216,7
94,839 86,451 80,645 75,484 70,322 65,161 58,968 53,742 49,774 44,193 40,000 36,645 33,419 30,129 27,549
497,8 483,1 474,2 464,6 455,2 445,5 434,8 425,2 415,1 407,4 399,3 393,2 386.6 380,5 375.4
55,6 51.2 47,6 45,0 42,0 39,1 35,8 32,8 29,8 27,2 24,9 22,6 21.1 18,n 17.3
432,1 427,6 424,1 421.4 418,5 415,5 412,2 409,2 406.:3 400,6 401.3 399,0 397,5 395.4 393,7
W'14 x 132 x 120 x 109 x 99 x 90
196,9 179,1 162,4 147,7 134,5
25,032 22,774 20,645 18,774 17,097
372.4 367,8 363,7 359."1 356,1
16.4 15.0 13,3 12,3 11.2
374,0 372,6 371.0 370.0 368,8
W14x 82 x 74 x 69 61
122,3 110,6 101,5
15,548 14,064 12,903
363,5
ASEP Steel Handbook -148-
Flange
T~~~$S
rt mm
x10 3 mm4
88,9 81,5 77.1 '72.3 67,6 62. 7 57.4 52,6 48,0
1,598,G 1,4HS, 1
43,1
t~.~
39,6 36.6 38.3 30,2 27,7
1,107,·
26,2 23,9 21.8 19,8 18,0
636,E
21.7 19,9 19,3 16,4
3,417,~
2,992, i 2,747,1 2,497,~ 2,264,~
2,039,E 1,e02,~
998,1 990,~
790,( 711, j
574,~
516,1 462,C 415,9
Rolled Shapes 4-29
11 If~~ iC-x y
~
I
Tk
d
-:tdJ
W SHAPES Dimensions Properties
I .
k
L~ I
xi 03
r :l
3 4
I
xi 03
xi 03
x103
4
mm 3
r mm
mm'
r mm
3,417,260 2,9')2,704 2,747,127 2,497,389 2,264,299 2,039,534 1,a02,282 1,599,329 1,415,187 1,252,857 1,107,176 999,955 890,735 790,840 711,756
13,729.4 12,389.6 11,586.4 10,750.7 9,949.6 9,156.2 8,290.2 7,519.0 6,902.1 6,150.5 5,545.6 5,091.2 4,609.0 4,156.9 3,792.0
189.82 196.06 184.57 181. 89 179.44 176.92 174.82 172.46 170.34 168.37 166.37 165.11 163.26 162.01 160.74
1,198,747 1,065,552 982,306 903,222 829,301 758,379 670,133 599,373 536,939 478,666 429,719 397,511 348,802 311,341 291,799
5,5485 4,993.9 4,632.4 4,286.8 3,958.4 3,626.4 3,251.5 2,929.5 2,643.1 2,372.0 2,136.6 1,942.4 1,755.0 1,574.8 1,431.5
112.43 111. 02 110.37 109.39 109.53 107.53 106.60 105.61 104.92 104.07 ·103.53 102.93 102.16 101. 65 101.14
W14x500 x 455 x 426 x 398 x 370 x342 x 311 x 293 x 257 x 233 x 211 x 193 x 176 x 159 x 145
636,934 574,399 516,127 462,017 415,915
3,420.2 3,123.4 2,838.2 2,568.9 2,335.4
159.50 159.91 158.11 156.87 155.95
229,095 206,035 186,055 167,325 150,676
1,219.8 1,003.0 904.5 817.1
95.46 95.12 9493 9441 93.99
W 14 x 132 x 120 x 109 x 99 x 90
153.66 153.49 152.72 151. 88
61,602 55,775
478.8 436.1 395.2 350.8
62.94 62.97 62.48 62.10
W14x 82 x 74 x 68 61
mm4
102.97 102.62 . 102.11 101. 10t
Designation dxw
mm
50,364
,537
1,105.9
ASEP Steel Handbook -149-
4-30 Rolled Shapes
y
IfF =fccc-o R/ :
-Ik-r ~.
I
x--- : ---x T
d
W SHAPES Dimensions Prop'lI'tles
-l-~:':J =Ll
L~L-J Designation dxw
, W 14 x x x x x
Weight W kg/m
Thlcknesll
Depth H mm
Area A mm2
t"
mm
53 49 43 39 34 30 26 22
79,2 71.6 63,9 56,9 50,7 44,9 39,0 32,9
10,064 9,097 9,129 7,226 6,452 5,710 4,961 4,197
353,6 3!5Q,3 347,0 359,1 355,1 351.5 353,3 349.0
W 12 x 336 x 305 x 279 x 252 x 230 x 210 x 190 x 170 x 152 x 136 x 120 x 106 x 96 x 97 x 79 x 72
501,4 ' 454,7 415,6 37e.o 343,5 313,6 293,2 253,7 ' 226.9 202,5 179,1 159,3 143,1 129,9 117,7 107,1
63,742 57,906 52,839 47,906 43,677 39,871 36,000 32,259 29,939 25,742 22, 774 20,129 19,194 16,516 14,969 13,613 1
427,2 414,5 402,6 391.4 392,3 373,6 365.3 356,4 348,2 340,6 333,2 327.4 322,9 319,3 314,5 311,2 307,8
x x x
9.4 9,6 7,7 7,9 ' 7,2 6,9 6,5 5,8 45,1 41.3 38,9 35,4 32.6 30,0 26,9 24.4 22.1 20,1 1BO 15.5 14,0 13,1 11.9 10,9 9,9
Flange Width bf mm
~.-,----"
~
mm
204,7 204,0 203,1 172,0 171,3 170,9 127,6 127,0
16,9 15,1 13,5 13,1 11,6 9,9 10,7 9,5
340,0 336,2 333,8 330,3 327,5 324,9 321,9 319,3 317',0 315,0 ' 312,9 310.4 309,9 308,0 306,9 305,8 304,8
75,1 68,7 62.7 57,2 52.6 4a3 44,1 39,6 35.6 31,9 29,1 25,1 22.9 20,6 18,7 17.0 15.4
ASEP Steel Handbook -150-
Flange Thickness rt mm
2~
201 17E 16C , 141 121 101 92,
1,699, 1,477, ' 1,294, 1,132, 1,007, 890, 786,1 696,' 595,: 516,' 445,: 3ae,~ ~4S,i
309,C 275,~
248,4
Rolled Shapes 4-31
y "'>1
11f-
I
11
,--Ji~-dJ
W SHAPES Dimensions
.
Propertle~
I
k
Y
bl
I x103 mm 4
3
Designation dxw x10 3 mm 3
x10 mm3
mm
225,181 201,972 179,147 160,249 141,519 121,123 101,977 92,930
1,273.6 1,152,6 1,026.8 895.0 797,1 699,2 577.3 474,7
149.58 149,97 149,04 148,92 149,10 145,t':I4 H3.37 140,65
24,017 21,394 18,814 11,113 9,699 9,159 3,709 2,914
234.7 209,7 185.3 129.2 113,2 95,5 58.1 45,9
48.85 49,49 48.11 39.22 39,77 37,90 27.34 26,38
W14x x x x x x x x
1,689,900 1,477,622 1,294,490 1,132,149 1,007,280 990,735 788,677 696,782 595,211 516,127 445,368 399,344 346,721 308,011 275,545 249,490 ,851
7,911. 5 7,129,7 6,430,6 5,795,1 5,269,6 4,769.4 4,307.0 3,854.0 3,419,9 3,030.7 2,673,3 2,372,3 2,149,2 1,935.4 1,752,3 1,597,0 1 441.5
162,82 159,99 156.52 153,89 151.86 149,47 147.82 145.91 143,66 141. 60 139.84 139,90 139,05 136.56 135.63 135, :; 134,18
495,315 437,043 390,009 344,640 308,844 276,379 245,160 215,192 199,969 165,660 143,600 125,296 112,392 < '1{), 31 2 99,906 91,165 424
2,913.6 2,599,9 2,336,8 2,086,8 1,886,1 1,701.3 1,523.7 1,347.9 1,192.2 1,051.8 917.9 807,3 727,6 651.4 596,1 530,9 475,2
88,15 86,95 85,91 84.91 84.09 93,26 82,52 81.68 90,95 80.22 79.41 79.99 78,59 77.93 77.50 i7,22 76.66
W 12x336 x 305 x 279 x 252 x230 x 210 x 190 x 170 x 152 x 136 x 120 x 106 x 96 x 87 x 79 x 72 x 65
ASEP Steel Handbook -151-
mm 53 49 43 38 34 30 26 22
\
l
4-32 Rolled Shapes
y
4--~r
lk-r
x---l---x
JL dJ
=~~:-~
T
d
-I,
.
W SHAPES Dimensions Properties
L~J Weight W kg/m
Designation dxw
;
W 12)( x x x x x x x x x x x
I
iI
)i
l i
:,.'
,
~,",
Depth H mm
Area A mm 2
Flange Width bf mm
Flange Thickness
~ mm
rt mm
,io
58 53 50 45 40 35 30 26 22_ 19 16 14
W10x112 x100 x x 77 x S8 x 60 )( 54 x 49 x 45 )( 39 x 33 x 30
Web Thlcknen t\\l mm
86.3 79,2 74.6 67,0 59,9 52,3 44,6 38,9 32,9 28.3 23. 9 21,1
10,968 10,064 9,484 8,516 7,613 6,645 5,671 4,935 4,181 3,594 3,039 2,694
309.6 306,3 309.6 306,3 303.3 317,5 313,4 310.4. 312,7 308,9 304,5 302,5
167.0 149,2 131.4 114,7 101. 5 99.3 80,2 73,1 67,5 58,4 49,3 44,9
21,226 19,969 16,710 14,581 12,903 11,355 J0, 194 9,290 8,581 7,419 6,265 5,703 910
299.5 291.9 275.3 269.2 264,2 259,6 256,3 253,5 256.5 252,0 247,1 265,9 262.4
9.1 §,~
9,4 8,5 7,5 7,6 6,6 5,9 6,6 6,0 .5,6 5,1 19,2 17,3 15,4 13,5 11.9 10.7· • 9.4 9,6 8,9 9.0 7.4 • 7,6 6,6
254.3 2'53.9 205,2 204,3 203,3 166.6 165.6 102.4 101.7 101.3 100,9 264,5 262,6 260,7 258,8 257,3 258,0 254,8 254,0 203, i' 202,8 i02,2 147,6
ASEP Steel Handbock -152-
16.3 J
180,9 179,6 178,7 177.7 1i7.4
20,270 17,607 ,15,734 13,777 12,737
WT 8x 15,5 x 13
231 19,5
2,942 2,477
201.7 199,1
7,0 M
140,3 139,7
11,405 9,791
WT 9x x x x x x
ASEP Steel Handbock -174·
T"'-'- - - - - - - - - -
Rolled Shapes 4-55
11(-0. L-
Ii
mm
kr
' R~r
y
'--l,:]
eTAUCTUAAL TEES Dimensions Properties Cut from W Shepes Flange Thlokness
r----;-r =f; ,
y
Deslgne~on
I x103
mm4
dxw xi 03 mm3
y mm
m
xi 03 mm4
xi 03
mm3
mm
20.6 19,1 17.7 18,0 14,15
29,A95 32,l549 29,429 28,930 24,766 22,269
181.2 193,9 188,2 152,3 141. 5 127,6
84,31 89,85 89,11 89,90 69,94 69,82
45,72 57,40 55,98 54,98 54,96 153,95
31,717 12,529 11,405 10,408 9,365 9,325
228.3 129,2 119.3 108,5 97,9 97.4
88,25 43,21 4303 42,76 42,33 41.96
WT 9x x x x x x
15.4 13,3 10,8
21,696 19,647 18,891
127.4 110,2 101.1
70.46 70,11 70,97
59,19 59,17 80,71
4,703 3,975 3,192
61.1 52,0 41,9
32,81 32,37 30,99
WT 9x 23 x 20 x 17,5
31,967 27,971 23,884 20,229
197,3 184,9 140,6 120,7
59.06 57,53 57,00 51),45
44.70 43,18 41.40 39,62
39,751 33,840 28,803 24,766
292,7 257,0 220,3 190,5
63,92 63,28 82.86 62,46
WT 9x x x x
50 44,5 38,5 33,5
20,270 17,607 15,734 13,777 12, 737
127,3 111.1 99,9 97,6 92,9
61.23 60.95 60,65 60.21 61.15
49,28 49,01 47,24 45,97 4775
9,991 7,742 8,928 5,994 M79
99,5 96,2 76,4 67,5 57,2
40,79 40,35 39,95 39,72 39,61
WT 9x x x x x
29.5 25 22,5 20 19
11,405 9,791
75,9 67.0
82,26 62,94
51.31 53,09
2,591 1,999
36,9 29,6
29,62 29,40
WT 9x 15,5 x 13
17.3
ASEP Steel Handbook -175-
T
•
39 35.5 32,5 30 27.5 25
•
4-56 Rolled Shapes
b,
1,-1
"tc~r =+'1 R I
-.
Y
STRUCTURAL TEES Dimensions Properties Cut from W Shapes
X----I--·--X-f· I d
i, tw
--1
y
Web Thloknen tw mm
Flange Width bl mm
Designation dxw
Weight W kg/m
WT 7 x 265 x 332,5 x 302,5 x 275 x 250 x 227,5 x 213 x 199 x 195 x 171 x 155.5 x 141,5 x 128,5 x 116,5 x 105,5 x 96,5 x 88 x 79,5 x 72,5
543,0 496,3 451,1 410,5 373,0 339,5 317,7 296,9 276,1 255,3 231.9 211,1 191,8 173,5 157,3 144,1 131.4 119,7 109,1
69,032 63,097 57,355 52,193 47,419 43,161 40,387 37,742 35,097 32,452 29,494 26,939 24,387 22,064 20,000 18,323 16,710 15,097 13,742
284,7 274,8 265,7 257,0 249.9 241,6 237,0 232,4 227,6 222,8 217,4 212,6 208,0 203,7 199,6 196,6 198,3 190,2 197,7
78,0 71,9 65,9 60,5 55,6 51.2 47,6 45,0 42,0 39,1 35,9 32.9 29,8 27,2 24,9 22,6 21,1 19,9 17,3
454.4 449,3 442,3 436,9 432,1 427,6 424,1 421,4 419,5 415,5 412,2 409,2 406,3 403,6 401.3 399,0 397,5 395,4 393,7
99,4 99,9 81,2 74,1 67,0
12,516 11,419 10,323 9,419 9,516
196,2 183,9 181,9 179,9 179,1
16,4 15.0 13,3 12,3 11.2
374,0 3]2,6 371.0 370,0 368,9
WT 7x x x x x
66 60 54,5 49,5 45
Area A mm 2
Depth H mm
ASEP Steel Handbook -176-
1 11 105, 97,0 . 9aS .• 91,5 77.1 72.3 67,6 " 62. 7 I
57.4 .• 52.6' 4aO' 43,7 39,6 . 36.5 33,
30.2 27,7
~07,e
259,E 218,1 193,9 156,0 133,6 119,4 . 106,9 9M 94,4! 73,21 .63,61 55,3! 48,21
42,4~
. 37,3i 33,5C 29,21 ,26,01
' .24,OS ,". 21,51 18,85 17,02 . 15,15
Rolled Shapes 4-57
r~1
',j~~r,~l[
STRUC1URAL TEES Dimensions
-i,
Proper~es
Cut from W Shapes
r mm
mm
124.7 1, 14.9 105.7 97.0 89.9 81.5 77.1 72.3 67.6 62.7 57.4 52.6 48.0 43.7 39.6 36.8 33.3 30.2 27.7
307,595 258,896 218,105 183,974 156,087 133,610 119,458 106,971 95,317 84,495 73,257 63,683 55,359 48,283 42,456 37,378 33,507 29,219 26,014
1584.6 1346.5 1158.8 996.3 861.9 751.5 678.7 614.8 554.3 498.0 437.7 395.1 338.4 298.4 265.7 235.4 213.5 187.4 167.9
24,058 21,519 18,855 17,024 15,151
1'SU.8 141.2 123.1 112.8 100.8
66.75 64.06 61.67 5:1.37 57.37
y mm
I xi 03 mm 4
Designation dm
8 xi 03 mm3
mm
54.39 53.24 52.11 51.03 49.85 48.71 47.64 46.78 46.07 45.17 41, 78 43.99 43.51
88.14 92.55 77.47 72.39 67.92 63.75 60.96 58.42 55.63 53.09 50.04 47.24 44.45 4UI1 39.88 37.85 36.32 34.29 32.77
982,306 865,761 765,866 678,457 599,373 532,776 491,153 453,692 413,734 375,857 335,899 300,519 268,469 239,749 213,527 193,964 174,401 i 55,671 140,686
4323.5 3962.4 3463.1 3105.8 2774.2 2491. 9 2316.2 2153.3 1977. 2 1809.2 1629.8 1468.8 1321.5 1188.1 1064.2 972.3 877.5 787.4 714.7
119.29 117.14 115.56 114.01 112.43 111.10 110.28 109.64 109.57 107.62 106.74 105.82 104.92 104.24 103.33 102.89 102.16 101. 54 101.18
43.84 43.41 42.74 42.51 42.18
32.77 31.50 29.72 28.96 27.69
i 14,047 102,809 92,820 83,663 75,338
609.9 551.8 500.4 452.2 408.6
95.46 94.89 94.82 94.25 94.06
55.6~
-1
y
Flange Thlokness tf
lw
ASEP Steel Handbook ·177·
WT 7 x 265 x 332.5 x 302.5 x 275 x 250 / x 227.5 x 213 x 199 x 185 x 171 x 155.5 x 141.5 x 128.5 x116.5 x 105.5 x 96.5 x 88 x 79.5 x 72.5 WT 7x x x x x
66 60 54.5 49.5 45
4-58 Rolled Shapes
STAUGTURAL TEES Dimensions Properti", Cut from W Shapes
Designation
dxw
Weight W kg/m
Area A mm 2
Depth H mm
Web Thlokness
tw mm
Fla.nge Width br mm
41 37 34 30,5
60,9 55,3 50,7 45,5
7,742 7,032 6,445 5,781
181.6 179,9 179,3 1763
1(3,0 11.4 10,5 9,5
257,(3 255.9 254,9 253,9
WT 7x 26,5 x 24 x 21.5
39,6 35,9 32,0
5,039 4,561 4,071
1769 175,0 173.5
9,4 8,6 7,7
204,7 204,0 203,1
WT 7x 19 , x 17 x 15
28,3 25,4 224
3,600 3,226 2,952
179,1 177.5 175,9
7,9 72 6,9
172,0 171,3 170,9
WT 7x x x x
11,491 10,36, 9,11 i 9,691 e,69~
7,901 WT 7x 13 x 11 WT 6 x 168 x 152,5 x 139,5 x 126 x 115 x 105 x 95 x 95 x 76
19,5 16.5
2,484 2,097
176,5 174,5
6,5 5,9
127,6 127,0
250,7 227,3 208,1 187,8 172,0 156.8 1416 126.9 113,7
31,871 213,903 26,452 23,871 21,971 19,935 18,000 16,129 14,452
213,6 207,3 201.2 195,6
45,1 41.3 38,9 35.4 32,6 30,0 26,9 24.4 22,1
340.0 1336,2 333,9 330,3 327,5 324,9 321.8 319,3 317,0
ASEP
°
191. 19B,7 18~,S
178,1 174,0
St~el
Handbook
-178-
7,201 e,1eC 75,1 69,7, 62,7 57, 526 493 44,1· 39,6 3M
79,09~
67,425 ' 5~ee5 50,~e4
44,121 39,335 32,992 ,29,220 24,350
Rolled Shapes 4-59
I~I
"~~rJ
STRUCTURAL TEES Dimenaionli Properlles CuI from WShapes
,
'(
If mm
xi 03 3 mm
)
l 3
3 J
r mm
y mm
I xi 03 mm4
Desillnation dx# xi 03 mm 3
r mm
17,149 14,984 13, (,"69 12,029
117,2 102,4 93.2 83.2
47,06 46,16 45,88 45,62
35,31 33,53 32,77 31,75
30,884 27,846 25,265 22,352
240,1 217,7 198,2 176,1
63,16 62,98 62,61 62,19
WT 7x x x ,x
11,489 10,364 9,115
91,1 73,7 65,0
47,75 t;7,67 47,32
35,05 3429 33,27
11,997 10,697 9,407
117,1 104,9 92,6
49,77 48,43 49,07
WT 7x 26,5 x 24 x 21,5
9,698 9,699 7,909
69,3 62,7 59,3
51,90 51.93 52,66
39,12 39,96 40,13
5,536 4,970 4,075
64,4 56,9 47,7
39,21 39,95 37,90
WT 7x 19 x 17 x 15
7,201 6,160
54,2 47,5
53,84 54,20
43.69 44,70
1,852 1,457
29,0 22,9
27,31 26,36
WT 7x 13 x 11
79,084 67,429 .'. 5~699
510.4 442,5 393,6 343,1 304,7 269,1 232.4 202,4 176.9
49,91 49,30 47,10 4E,93 4491 43.95 42.74 41,93 41.05
58,67 54,96 52,07 48,77 46,23 43,69 41,15 39,61 36,32
246,825 219,521 195,213 172,320 154,422 139,199 122,788 107,904 94,495
1451.9 1299,9 1169,6 1043.4 943.0 950,7 763,1 675,3 596,1
88,00 96,95 85,91 8496 94,03 93.26 82,59 91,75 90,86
WT 6 x 168 x 152,5 x 139,5 x 126 x 115 x 105 x 95 x 95 x 76
50,364 44,121 39,335 32,882
,29,220 24,350
ASEP Steel Handbook -179-
41 37 34 30,5
4-60 Rolled Shapes
I~I
tlF ,;
=trt-r
I
d
,"~: --,-J
-i-,
tw
STRUCTURAL TEES Dimensions Properties Cut from W Shapes
-1
y
Web Designation dxw
Weight W kg/m
Area
A mm
2
Depth H mm
Thiokm~S$
tw mm
FIMge Width bl mm
II mm
69 60 53 49 43,5
101.5 99,3 79,2 71.6 65,0
12,903 11,355 10,064 9,097 9,259
170,2 166.6 163,6 161,3 159,0
20,1 19,0 15,5 14,0 13,1
315,0 312,9 310.4 309,9 309.0
31,8 28,1 25,1 22.9 20,6
WT 6x 39,5 x 36 x 32,5
59,9 53,9 49.4
7,494 6,939 6,155
157,2 155,7 153,9
11.9 10,9 9,9
306,9 305.9 304,9
1B7 17,0 15.4
WT 6x 29 x 26,5
43,2 39,5
5,497 5,019
154,7 153,2
9,1 9,9
254,3 253.9
7,95 7,36
WT 6x 25 x 22,5 ( x 20
37,2 33,5 29,9
4,735 4,265 3,900
154,7 153,2 151.6
9,4 9,5 7,5
205,2 204,3 200,3
7,79,
WT 6x 17,5 x 15 x 13
26,2 22,3 19.4
3,335 2,939 2,465
159,9 156,7 155,2
7,6 6,6 5,9
166,6 165,6 164,9
WT 6x 11 x 9,5 x ,9 x 7
16,4 14,2 12,0 10,6
2,090 1,900 1,523 1,342
156,2 154,4 152,1 151,1
6,6 6,0 5,6 5,1
102,4 101,7 101.3 100,9
WT 6x x x x x
ASEP Steel Handbook -180-
21,01
l8,O! 15,1 ( 13,31 12,0~
10,73 9,65 9,57
6,901 5,99-
e.s6( 5,611 4,97( 4,97C 4,20~
3.621 3,192
Rolled Shapes 4-61
I
r mm
:31.8 29.1 25.1 22.9 20.6
21,061 19,064 15,109 1:3,:319
18.7 17.0 15.4
I
y
,2f-,-r, -i- -1
IfP=;: =~
STRUCTURAL TEES Dimensions Properties Cut from W Shapes Flange Thickness t, min
bl
Iw
,
y
y mm
I x103 mm4
S x103 mm3
Designation dxW mm
1~029
155.0 1:34.7 11:3.:3 100.5 91.9
40.40 39.99 :38.75 38.26 39.17
:34.29 32.51 30.2:3 28.70 27.94
82, 8:30 71,592 62,851 56,191 49,949
525.9 457.6 405.0 363.8 324.3
80.12 79.40 79.0:3 78.59 77.77
WT 6x x x x x
10,739 9,657 9,574
92.4 74.4 66.5
37.98 37.59 37.32
26.92 25.91 25.02
44,953 40,593 36,295
293.0 265.4 239.2
77.50 77.03 76.79
WT 6x 39.5 x 36 x 32.5
7,950 7,367
61.9 57.9
39.03 39.31
26.16 25.91
22,269 19,937
175.1 1!'7. 0
63,65 63.03
WT 6x 29 x 26.5
7,784 6,909 5,994
62.:3 555 43.3
40.55 40.25 39.72
29.72 29.70 27.4:3
11,738 10,406 9,157
114.4 101.9 90.1
49.79 49.39 49.09
WT 6x 25 x 22.5 x 20
6,660 5,619 4,870
53.0 45.1 39.5
4'!.69 44.49 44.45
'33.02 82.26 .31.75
5,079 4,246 3,605
61.0 51.3 43.8
39.02 39.67 39.24
WT 6x 17.5 x 15 x 13
4,870 4,204 3,621 3,192
42.4 :37.4 33,5 30.0
49.27 48.33 49,76 49,77
41.40 41.91 44,20 44,70
970 78:3 597 491
19.9 15.4 11.6 9.7
21.54 20.86 19.63 19,13
WT 6x 11 x 9.5 x 9 x 7
ASEP Steel Handbook -181-
68 60 53 48 43.5
-!
4-62 Rolled Shapes
r,~--l
x--~ :----x-r "Fl~~tr --1 I
STRUCTURAL TEES Dimensions Properties Cut /rom W Shapes
d
-: -tw
,
y
Designation
dxw
Weight W kg/m
Area A
mm z
Depth H mm
126.0 123,4
8,9 9,0 7,4
203,7 202,9 202,2
4,24 3,67 3,20:
2,852 2,459 2,090
132,8 131,1 129,0
7,6 6,6 6,1
147,6 146.6 146,1
3,86: .,3,27: 2,86-
14,3 127 11,2 9,0
1,913 1,613 1,426 1,142
130,0 128,3 126,7 125,2
6,4 6,1 5,8 4,8
102,1 101.9 101.6 100.6
2,79( ' 2,26E 1,911
49,9 43,4 35,8
6,348 5,516 4,549
114,3 111,,3 109,0
14,5 13,0 10,2
210,3 209,8 206.0
4,537 3,796 2,951
50 44 38,5 34 30 27 24,5
WT 5x 22,~ x 19,5 x 16.5
33,6 29,1 24,6
4,277 3,697 3,129
128,31
WT 5x 15 x 13 x 11
224 19,3 16,4
9,5 8,5 7,5 6
WT 4x 33,5 x 29 x 24
x x x
mm 11,9( 10,H
144,3 141,0 137,7 134,6 132,1 129,9 128,0 126,7
WT 5x
bf
mm
264,5 262,6 260,7 259,8 257,:;: 256.0 254,8 254,0
10,645 9,494 9,823 7,290 6,445 5,690 5,103 4,652
x x x x x x x
Width
19,2 17.3 15.4 13,5 11,9 10,7 9,4 9,6
83,7 74,6 65,5 57,3 50,7 44,9 40,1 36.6
WT 5x 56
Thlokneu tw mm
ASEP Steel Handbook -182-
eS!: ,
7,2;: 6,2C
5,36 4,62 4,16
2,52~
Rolled Shapes 4-63
bl 1
y
1
c::---'C ~ "j:'l --,J
1-IlL-
STRUCTURAL TEES Dimensions Properties Cut from W Shapes
-,
k
d
-"~ 'I J W
' y
.
Designation r
mm
11,904 10,198
104.8 78.2 66,2 57.2
17.3
8,658 7,242 6,202 5,369
15.6 1 Ar both the
Fie
arrow.
51, wise din
Th material
this con l as well c
ASEP Steel Handbook -326-
Welded Joints 8-7
WELDED JOINTS Standard Symbols
depth, Also, indily vary lration same may be led as
__
BgSIC WELD SYMBOLS ... .•.. _ - - - _ . _ . _ - - - BACK
~
FILLET
~
PLUG OR SLOT
SQUARE
GROOVE OR BUTT _. BEVEL
V
U
-
.-----.~
J FLARE V FLARE BEVEL _•._--_.. - .._"._.--..
~
V Y
CJ I I V
\( If
SUPPLEMENTARY WELD SYMBOLS 'led the BACKI~G
SPACER
WELD ALL AROUND
FIELD WELD
0
~
cy from for
T-
(groove 'ld the ion may groove istance thout
II
-D-
-
CONTOUR FLUSH CONVEX
--
For other basic and supplementary weld symbols, see AWS A2.4-86
/'..
STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL Finish symbol -'.-. F .-- ..-._" .. ---Contow' symbol-·--·· Root opening, depth of filling for~ A--'plug and slot welds _.__ Effective throat------~ ........ R
--
D'p," of p"poro,;O" , ,',
~_\
or strength for certain welds ' , speclflcatlon,processf-or other reference -..- T Tail(omitted when _ -reference :s not used) Reference line -"Basic weld Symbo~~. or detail reference ....
S(E;:O 0';;;
/11/ I
t
Vi
-
< ell '-} g~
-
~Groove
angle or included angle of countersink for plug welds
/---. Length of weld in mm / _'1PitCh (c. to c. spacing) ;; of welds in mm
""}
~ ~
.-.......-
. .-
/
I
pi
C
!
F "," .", " mbo'
/"Weld-all-around symbol
L © P
L'~ Arrow connecting reference line to arrowside member of jointor arrow side of Joint,
Note. Size,weld symbol, length of weld and spacing must read in that order from left to right along the reference fine.
Neither orientation of reference line nor location of the orf'O'r'.' alter this rule. The perpendicular leg 01 t,., weld symbols must be at left.
V, V, If
Arrowood Other Side welds are of the some size unless otherwise shown. Dimensions of fillet welds must be shown on both the Arrow Side and the Other Side Symbol. Flog of fjeld-weld symbol shall'be placed above and at right angle to reference line of junction with the arrow. 11
11
Symbols op~y between obn !pt changes in direction of weld log unless governed by the all around symbol or otherwise dimensioned. l11ese symbols .do not explicitly provIde for the case that frequently occurs In struc.tuml work, where duplicate
material (such as stiffeners) occu'S on'the for side of a web or gusset plate, The fabricating industry has adopted this convention: that when the billing of the detail material discloses the existence of a member .on the for side oswell on the near Side, the welding shown for the near side sholl be duplicated on the for side.
ASEP Steel Handbook -327·
8-8 Welded Joints
PREQUALIFIED WELDED JOINTS Fillet Welds
5
{
~
)
cJ.:.:.:-:-: ..
'f;';';"::':'::"
{
~
--.-I'
~ :\~:>.
BO::lQ metal las.:! fhon 6 'hiCk
BO.:lemeral6 or more In thlckne$3
eA)
(6)
~
Maximum detailed size of fillet weld along edges
J_"'----w,
ee)
(0) Skewed T Joint
NOTE·:
En)E~ ~
el1(1cflve throats dependenlon rnoQnlluda ot "roofoponlnQ'Rn)~' Sub3crlptin) repreS6nl3 1,2 ,30r4.
"AnQlessm oiler than GO\ioQrees orc perm I tred; howov(lr, In such cases, The weld 15 considered to be 0 portio r jo Int. penetro1ion Qrove weld. For oddittionol reqiurcmenls for skewed T· joints> see 2,3,2.4,)f AWS OL 1-88
ASEP Steel Handbook ·328·
Welded Joints 8-9
PREQUALIFIED WELDED JOINTS Com p lete Penetration Groove We Ids Square-groove weld Butt joint I B) Corner joint I C)
Welding process SMAW GMAW FC AW
R , -,
+2, -0
Square groove wel Butt joint I B) w
A,N
All
1
(
I----.l-~
Back gouge (except B-Li-S)
r---'--~~::~~:l~::i~8~:r------' ·:~1{::: '4 mlo
Notes
Squore- groove weld I I ) T- joint IT) Corner jOintlC) TI Note
J
Gas Shielding for (FCAW)
:Or 4. See AWS 3.3.1.
Not req.
qualified Weld ,Joint tobles.
ASEP Steel Handbook -329-
I
Notes
A,e
j
J
8-10 Welded Joints
PREQUALIFIED WELDED JOINTS Complete Penetration Groove Welds Single V~groove weld ( Butt joint eB)
Tolerances As defailed
Singl, Butt j
R Base
Groove preparafion , Welding process
designation
SMAW
8-U2a
Joint
Permitted welding
Weldinl proces
u SMAW
GMAW FCAW
B-U2a-GF
GMAW FCAW
U
SJngleN-groove weld (2) Corner joint eC)
Welding
Permitted welding i
Joint designation
SMAW
C·U2a
U
U
GMAW FCAW
C-U2a-GF
U
U
GMtW FCAW SAW e.
ASEPSteel Handbook -330-
...
.,.
•
Welded Joints 8-11
PREQ UA LIFIED WELDED JOI NTS CompletePenetration Groove Welds Single - v- groove weld (2) Butt jo'nt (B)
/""'4
•..
2
=
V
~ Ra
--I
C-V
~I
~
PL
M I =8For x>(-:
·. 0 /t'
F
G
~1wl~ H
~,@M&
1
"1'>'
H
11 ! ,>
,>
,>
0.833 2.233 0.875 2.125 2.167 2.208 I. 9158 2.000
x x x x x x x x
P P P P P P P P
1.250 x 3.500 x 1.333 x 3.167 x 3.250 x 3.333 x 2.917 x 3.000 x
0.172 0.125 0.220 0.204 0.157 0.147
x x x x x x
L
0.250 0.200 0.333 0.308 0.273 0.250
x x x x x x
L L L L L L
0.200 x L 0.143xL 0.250 x L 0.231 x L 0.182xL 0.167 xL
E
a
b
c d
e f
L L L L
0.250 0.278 0.167 0.083 0.139
x x x x x
~
D
F
p p
C
'1~ "i'Y
G
•c
~
1('9
p
p
1l l 1 1
l
P P P P P P P P
c
~l D
4
2" "2
x x x x x x x x
PL PL PL PL PL
A
"1'.y
H
3
!
~
H
2 p
•
'®!
F
iiii,· ~I I ~) ~"H'rl·.. H ~) H I-M rr.\{1 ~'I "1'>'
-
G~
0.414 I. 172 0.438 1.063 1.086 1.109 0.977 1.000
F G
°6
H
~7-t
I~
t$\1
A
0
-c ~" §E
'\4JJ
(l~ftl .-
~}'
D
D
0.167 x 0.188 x 0.125 x 0.083 x 0.104 x
H
.
G
l'~ "!'3I
~I
PL PL PL PL PL
.."
>0
..c
'&I
x x x x x
0::
~'" .,c
~1 0
0.086 0.096 0.063 0.039 0.051
0
.... -'"
A
M, M2 M. M4 M.
'"0
-;::
F
00
B
\1
'&I
'IV'
c
5
A
~I i~ aw-~G ...
.,
t~ 0
.
\('1)1
~
'&
A
4
B
~y~ E E
...
•
#1
,>
~
'®I
5 p
11 1 1 1 1 1 p
r
r
,>
PL PL PL PL PL
0.333 0.375 0.250 0.167 0.208
x x x x x
PL PL PL PL PL
0.429 0.480 0.300 0.171 0.249
x x x x x
PL PL PL PL PL
P P P P P P P P
1.667 4.667 1.760 4.250 4,333 4.417 3.917 4.000
x x x x x x x x
P P P P P P P P
2.071 5.857 2.200 5.300 5.429 5.1557 4.871 5.000
x x x x x x x x
P P P P P P P P
0.176 x 0.130 x 0.229x 0.203x 0.160 x 0.150x
L L L L L L
0.182 xL 0.143 xL 0.222 x L 0.211 x L 0.176 x L 0.167xL
ASEP Steel Handbook -371-
rIt.
9-24 Misc. Tables and Data
BEAM DIAGRAMS AND DEFLECTIONS For Various Static Loading Conditions CONTINUOUS BEAM -FOUR EQUAL SPANS- THIRD SPAN UNLOADED
wi
'wi
wi
ACFQ~!~!t~ll~!!:tC RA '0.380wl
0.380wl
R e '1.223w1
,f~!!I!!;!!!!!!tE
I
Rc' 0.357 wi
0.603 wi
R 0' 0.598w1
R
0
E'
.442w
I
0.558wl
SHEAR
0.397 w I
0.040 wi
-0.1205w/"
-0.0179 wi· +0.0611 wi"
+0.072 w/"
MOMENT
0.442 wi
-0.058 wi· +0.0977w1·
0.603/ o Max. (0.475l1rom El:: O.o094WZ4/cl
CONTINUOUS BEAM - FOUR EQUAL SPANS· LOAD FIRST AND THIRD SPANS
En;n1t wi
A
wi
.
1=r=~~J;!;;g1!;i;i11!~!Q;!!;g!1;Jji!tF"D==1= = j
B R. '0.446w1 Re '0.572wl 0.446w/
0.018wl
SHEAR
RC' 0.464wl
IE R E ' - 0.054wl 'Tn.0.462w/ln= 0.054w/I..-.,..,::JD'==j0.054WI
0.554wl -0.0536wl·
I
'"'40.5i8Wi
-0.0357w/"
-0.0536 wi"
+0~.0~8~0~5~W~I;2~IDnII:o::r"",=-!
+0.0996 wj2
MOMENT
Ro' 0.572 wi
0.4461
0.518/ 6 Max, (Q.477lfrom A) : O,0097WI 4 /EI
CONTINUOUS BEAM - FOUR EQUAL SPANS- ALL SPANS LOADED
A
t'
wi I I I I I I; II
RA' 0.393wl
0.393 wi
WI
5!=~' 'J'~ Re' I.I43wl
0.536 w/
SHEAR
wi I II ! I
wi
~I I Imr:!TT~[JmJ E
Rc' 0.928w1
Ro' 1.143w/
RE' 0.393wl
0 .464w 1TJ-:lI?:":-",O;,;.6~07:rrwrl~-,::,:::,?,,,,:-~"=III 0.464 wI 0.536 wI 0.393 wi
-0.1071 wt" +0.0772 wi"
MOMEN
.3931
.5361 6
M~~:{O,440;~rom
Aand E):: O.006!5wZ 4 /EI
ASEP Steel
Handbo~k
·372·
)
Misc. Tables and Data 9-25
-----.
;
EQUAL SPAN CONTINUOUS SEA MS UNIFORMLY DISTRIBUTED LOADS
I! 12wZ
!
!wl
.
.!
Moment = c oe fficient x W x L Reaction = c oe fficient x W where W is the UDL. o.n one span o.nly and L is one span
.
~', '"
0.0.7g
'---,.-......
;~O;"i.iV
,
~ ~ W,
~f
W-,,-
~r= 0../01
\() r---
054wZ
~Y
4wl
W" 0..0.94 -(>.10. 7
W"
- ...-'"
Q 0
-0100
0..0.25
1
w\
1lI1
0.075
W"
0..0.80.
-0..0.50.
W-" 0./01
-0..0.50
~k
vi
-0..0.33
0.0.54
~t
+ 0.017
-0..067
~t >1\
W,
3f ~t
- 0..050.
~t
"i
-;f0.63 \ -- ::~
-0..0.50.
-0.117
0.073
~t
"0..0.70. A:'
W,
gf
• ~I
W..
~r
"l
'" C).
-0..10.0
0.080
'ANS
/m
~ -0..071
Wi\.
-0..10.7 0.0.77
~ d
!!
W,
-0..121
0.0.72
§l
-0..036
wi
W\
-0..0.18
-0..0.58
006~ W'-- -0.107
~f W\
W, 0..0.98
-0.0.36
~~r------~~*~t==~0.~·0.~5~6~~~~.t~~0.~0.~5~6==~~.t~---~ W\ 0..094
-!~67
+0.0170.
~r
-0..049
~~
W\
-0..0.54
-0.305
~t
+0.0.14
ASEP Steel Handbook ·373·
0
~~
9-26 Misc. Tables and Data
EQUAL SPAN CONTINUOUS BEAMS CENTRAL POINT LOADS Moment = coefficient x W x L Reaction = coefficient x W where W is the Load on one span only and L is one span
~f
-0.094 0..20.3
~~
~t
c;;
C)
W
~ c:i
rW
~f
0..2/3
~t
c;;
~~
cif
-0..0.75
r
-0..0.75
c;;
~f
-0..0.75
t
W
0../63
~f c;;
-0..175
~t
0../75
W
i 0../38
W -0../0.0. t 0..20.0.
~t
W I 0..2/3
c;;
---m
~f
c;;
C)
-0..0.50
~t 2~ W
~t
+0..0.26
~
0
~f
W
t
0..2/0.
c:i
i
-0..0.80.
~t
c:i
~J ~ C)
W
i 0.20.0. 0.173
tW
0./43
*f C)
c:i -0..16/
5f ~~
tW
0../43
c; -0..0.54
~tci
-0../00.
+0..0.27
-0..0.0.7
c; -0..0.74
tW -0..0.80.
+0..0.20
~f
~f
~f c;;
~f ~l
ci
ASEP Steel Handbook -374-
~~
(1;
~
-0..0.54
~t
ti
"-
to
c;;
~i
c;
0)
~~ ci
W -0..0.80.
0..183
;;;
~t
c;;
-0..0.75
~i ~l ~1 ci
F
Misc. Tables and Data 9-27
EQUAL SPAN CONTINUOUS BEAMS POINT LOADS AT THIRD POINTS OF SPANS
,II
where W /s
Mom(!nt = coefficient x xL Reaction = coefficie.~t x W the total load on one span only a L is one span
0./22
8t ~l
a
"-
~t
W2
~t
.
t
W2
t-
0.//5
r
l2 { 12 a
0./45
w,-2
-0.067
~I U)
l);.t \()
0.145
-0.067 Wl2
*
+ -0.067
o. /00.
W2 0.156
W2
*
~t
t
0.085
~
9ta
~t a
-0.045
~t
W12: WI2,
!
"1
a
'"
~t
! -0.089
~
w,-2! ~Pc+mMB
=Pc ~ f,j B
VA
=VE: =P
M 1 = - 01(PC- Mal
c B
B ~-l---
L
\/L_
Po
Pa
---....j
E.-HE:
t
V" Ma= - Mo=Po ·HA=-HE:=-P
Mc·=O
2Po VA=-VE:=-Y
Moment at loads
= ±Pa
ASEP Steel Handbook -389-
I
9-42 Misc. Tables and Data
SINGLE GABLED FRAME FORMULAS
B
rc ----,.... t
EF
c +
+
-
B
D
H~A
£
D
-
-j
114'~' L -+-+-r' ;
J,
:3",
2 -ab 3
m
= =
n
=
d.b 8
A
m
,---1.3
I, 12
£a 5
0 3b = .JL 175 3 - Rab 480
13 = J§...a~ 105 ab3 '4 = ..£. 15
l-b-=.J
4
COMPLEMENT OF HALF PARABOLA 2
!
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