1、MIL-HDBK-264 L9 M 9999970 OOZBLBb 2 MIL-HDBK-264(SH) . 30 September 1980 MILITARY HANDBOOK *W.S. GOVERNMENT PRINTING OFFICE: 1980-703.023/4437 1 -f THIS DOCUMENT CONTAINS G/+ PAGES. .= FSC 19GP Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK
2、-264 (SH) 30 September 1980 DEPARTMENT OF THE NAVY NAVAL SEA SYSTEMS COMMAND WASHINGTON, D.C. 20362 MIL-HDBK-264 (SH) Properties of Steel Shapes and Plate - Beam Combination Used in Shipbuilding 1. This standardization handbook was developed by the Department of Defense in accordance with establishe
3、d procedure. 2. This publication was approved on 30 September 1980 for printing and inclusion in the military standardization handbook series. 3. Beneficial comments (recommendations, additions, deletions) and any pertinent data which may be of use in improving this document should be addressed to:
4、Commander, Naval Sea Systems Command, SEA 3112, Department of the Navy, Washington, DC 20362 by using the self-addressed Standardization Document Improvement Proposal (DD Form 1426) appearing at the end of this docu- ment or by letter. ii Provided by IHSNot for ResaleNo reproduction or networking pe
5、rmitted without license from IHS-,-,-MIL-HDBK-264 (SHI 30 September 1980 FOREWORD The purpose of this handbook is to provide convenient tabulations of pro- perties of structural steel sections which are readily available from the principal producers of structural steel shapes. The handbook is intend
6、ed for use in the design of ship structure. This handbook is the result of the combined efforts of the Surface Ship Structures Branch of the Naval Sea Systems Command (NAVSEA) and the Ship Struc- tures Division of the David W. Taylor Haval Ship Research and Development Center (DTNSRDC). Provided by
7、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-Zbq L7 3777770 OOLBLBS B m Paragraph l. 1.1 1.2 2. 2.1 2.2 3. 3.1 4. 4.1 4.1.1 4.2 4.2.1 4.3 Figur e 1. 2. Table I. II. III. IV. V. VI. VII. VIII. sx. X. XI. XII. XIII. XIV. Page 1 1 1 1 1 1 1 1 and 2 5 5
8、5 5 5 6 Typical structural shape (tee, angle) - - - - - - - 3 Typical tee-beam and plate combination - - - - - - 4 TABLES Effective breadths and equivalent areas (60t, 50t, Properties of wide flange columns - - - - - - - - - 9 and 10 Properties of structural steel tubes (standard Properties of struc
9、tural steel tubes (extra strong Properties of structural steel tubes (double-extra strong iron pipe sizes) - - - - - - - - - - - - - 13 Steel structural shape catalog (I-T and T) - - - - 14 thru . 17 Steel structural shape catalog (C-L and L) - -_- - 18 thru 22 Properties of combined beam and plate,
10、 I-T and T 38t, 35t) - - - - - - - - - - - - - - - - “-7 and8 iron pipe sizes) - - - - - - - - - - - - - - 11 iron pipe sizes) - - - - - - - - - - - - - - - 12 (60t) - - - - - - - - - - - - - - - - - - 23 thru 81 Properties of combined beam and plate, I-T and T (50t) - - - - - - - - - - - - - - - -
11、- 82 thru 143 Properties of combined beam and plate, I-T and T (38t) -_-_- -_- 144 thru 207 Properties of combined beam and plate, I-T and T (35t) - - - - - - - - - - - - - - - - - 208 thru 273 Properties of combined beam and plate, C-L and L (60t) - - - - - - - - - - - - - - - - - - - - 274 thru 31
12、 6 (50t) - - - - - - - - - - - - - - - - - - - - - - 317 thru 360 Properties of combined beam and plate, C-L and L Properties of tee-beams cut from wide flange shapes - - - - - - - - - - - - - - - - - - 361 thru 41 O iv Provided by IHSNot for ResaleNo reproduction or networking permitted without lic
13、ense from IHS-,-,-MIL-HDBK-Zbq 17 W 7797970 OOLB170 4 m I MIL-HDBK-264 (SH) 30 September 1980 1. SCOPE 1.1 Scope. This handbook contains tabulations of the properties of the following items (using the 1978 American Institute of Steel Construction standard series of wide flange shapes): Combined beam
14、 and plate : Columns: Structural shape catalogs: Tees and plates Wide flange shapes Angles and plates Tubes (iron pipe sizes) Tees Angles 1.2 Application. The tables for properties of combined beam and plate are intended to be used in the design of ship structure where the plate is con- sidered to b
15、e acting as one of the flanges of the attached member. For proper- ties of combined beam and plate based on earlier standard steel shapes see NAVSHIPS 250-443-1, Manual of Properties of Combined Beam and Plate, Part I - Tees and Angles, Part II - Flanged Plate. 2. REFERENCED DOCUMENTS 2.1 Issues of
16、documents. (Not applicable). 2.2 Other publications. The following document forms a part of this handbook to the extent specified herein. Unless otherwise indicated, the issue in effect on date of invitation for bids or request for proposal shall apply. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
17、 Manual of Steel Construction. (Application for copies should be addressed to the American Institute of Steel Construction, Inc., 101 Park Avenue, New York, NY 10017.) (Technical society and technical association specifications and standards are generally available for reference from libraries. They
18、 are also distributed among technical groups and using Federal agencies.) 3. DEFINITIONS 3.1 Symbol nomenclature and definitions, Symbol nomenclature and defini- tions shall be as follows: A = Area of the shape, in inches squared. ALLOWABLE LENGTH = Allwable length of a column based on L = 60, ASH =
19、 Shear area of shape only (depth of beam times in feet. R thickness of web), inches squared. C = Channel CUT to an angle. CTOE = Distance from the neutral axis of the shape D I = Inertia of the combined beam and plate or only to the toe of the shape, in inches. = Depth of the beam or column, in inch
20、es. column, in inches to the fourth. 1 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-264 (SHI 30 September 1980 IO R S SECTION MODULUS FLANGE SECTION MODULUS PLATE T TF TW WF WT/ FT YF YP See figures 1 and 2 for and definitions. = Inertia
21、of the shape only, in inches to the = Radius of gyration, in inches cubed. = Section modulus with respect to the indicated axis, in inches cubed. = Section modulus of combined beam and plate to the flange, in inches cubed. = Section modulus of combined beam and plate to the plate, in inches cubed. =
22、 Thickness of plate. = Thickness of flange, in inches. = Thickness of web, in inches. = Width of flange, in inches. = Weight of shape only (after it is cut) in Distance from the neutral axis of the combined = Distance from the neutral axis of the combined four th. pounds per foot. beam and plate to
23、the flange, in inches. beam and plate to the plate, in inches. a pictorial representation of some of these symbols 2 I . 7 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-264 L7 m 7779770 0038372 19 I MIL-HDBK-264 (SHI 30 September 1980 -3 t
24、eTW CTOE II (I-T,T) A -TF (C-L, L) FIGURE 1. Typical structural shape (tee, angle). 3 ,“- Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-264 (SH) 30 September 1980 P- EFFECTIVE BREADTH I D I 7 7- yfJ I - TW 1 i TF FIGURE 2. Typical tee-beam
25、 and plate combination. 4 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-264 (SHI 30 September 1980 4. GENERAL REQUIREMENTS 4.1 Shapes. The steel shapes selected for inclusion in tables I thru XIV are those produced as or cut from U.S. comm
26、ercial standards. The sizes were chosen based on experience of actual use. 4.1.1 Properties. The properties indicated in tables II thru XIV are for rolled shapes. These are produced by one of the following methods: (a) By cutting off two sides of one flange of an I-beam even with the web, a tee-beam
27、 can be made having the same depth as the original beam (indicated as an I cut to a tee or I-T). (b) By cutting through the middle of the web of an I-beam to make two tees having a depth of one-half that of the original beam (indicated as a T). depths greater than 12 inches) a tee-beam can be made h
28、aving a depth which may vary from a maximum equal to the original depth of the beam to a minimum equal to the width of the flange (indicated as a tee cut from a wide flange or CF W). angle can be made having the same depth as the original channel (indicated as a channel cut to an angle or C-L). (c)
29、By off-center cutting through the web of an I-beam (for nominal (d) By cutting off one flange of a channel even with the web, an Weights and properties have been calculated from the theoretical dimensions which appear in the Manual of Steel Construction. Fillets or rounded edges have not been includ
30、ed in computing the weights and properties of all sections. Weights of all sections are computed on the bases that one cubic inch of steel weighs 0.2833 pounds. 4.2 Effective breadth of plating. The selection of an effective breadth of plating to be assumed acting in association with any shape (tee
31、or angle) is influenced by the yield strength and the modulus of elasticity of the material. This is calculated by the formulaqm t when E is the modulus of elasticity (lb/in2a), Fy is the tensile yield strength (lb/in2a) and t is the thickness of the plate. If the plating and beams have different yi
32、eld strength, the lower value yield strength is used in the formula. 4.2.1 Values. The values of effective breadth of plating in tables VI11 thru XI have been selected as 60t, 50t, 38t, and 35t for tee shapes and tables XII and XIII have been selected as 60t and 50t for angle shapes. These correspon
33、d to the actual values for MS (dot), HTS (50t), HY80 (38t), and HY100 (35t). 4.2.1.1 Tables VI11 thru XIII apply only if the calculated stiffener spac- ing is equal to or greater than the effective breadth of plating. Where stif- fener spacing is less than the nominal effective breadth, equivalent p
34、lating having the required area can be used by selecting an appropriate thickness. This method will result in only negligible error for most cases. . 5 / Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-Zbq 37 m 7777770 0038375 3 m MIL-HDBK-2
35、64 (SH) 30 September 1980 4.3 Limitations for shape attachment to plate. In order to avoid unrea- sonable combinations of beams and plates. the following limitations have been imposed on selecting shapes for attachment to plates whose thickness is greater than 0.1875 inches: (a) The neutral axis of
36、the combined section must lie outside the (b) The thickness of the web must not exceed the thickness of the (c) For plates 0.1875 inches thick or less use shape sizes for plate pl ate. plate to which it is attached. of 0.2188 inohes thick. Preparing activity: Navy - SH (Project 19CP-NO05) 6 Provided
37、 by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-264 39 I l I l l l I I l I I l l I I l l 1 1 I I f I t I I I II I I II I Il I II I II I I1 II 1 Il Il 1 II I : I :I Il MIL-HDBK-Z64(SH) 30 September 1980 : lu! ! lnlnMcc lnUNul dW NO -cc J m4 dM Wln dd
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42、 I l 1 I I I I l I l I 1 I I omom OP-lnN NJr-O OdNJ 7 -. I I! -. I I1 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-I I r I 1 I l l I l I I l I I I l l I I l I I l l I I I I MIL-HDBK-264 30 September O O Ln W d O O . ln O 4 om LnN h- *. m0- I. O ln
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45、I1 I II I 8 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-HDBK-Zbq MIL-HDBK-264(SH) 30 September 1980 I I I I I I I I I l l I l l l l l I I l 1 I I I I I l I l : 1 I 1 I l 1 I I l I I I I l l l I I l I l l I l l l I 1 1 mlna hhh . dNN*In 00000
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