For example, a W24x55 is- a W-shape that is nominally 24 in. Design dimensions, detailing dimensions, axial properties, and f1exural properties aregiven in Tables , , , and for W-, M-, S-, and HP-shapes, respectively.
Tabulated decimal values are appropriate for use in design calculations, whereas frac-tional values are appropriate for use in detailing. All decimal and fractional values aresimilar with one exception: Because of the variation in fillet sizes used in shape production,the decimal value, kdes' is conservatively presented based on the smallest fillet used in pro-duction, and the fractional value, kdet, is conservatively presented based on the largest filletused in production.
For the definitions of the tabulated variables, refer to the Nomenclaturesection at the back of this Manual. When appropriate, this Manual presents tabulated values for the Workable Gage of a sec-tion. The term Workable Gage refers to the gage for fasteners in the flange that provides forentering and tightening clearances and edge distance and spacing requirements.
When thelisted value is footnoted, the actual size, combination, and orientation of fastener components. Othergages that provide for entering and tightening clearances and edge distance and spacingrequirements can also be used. C-shapes also known as American standard channels , which have a slope of approx-imately percent 2 on 12 on the inner flange surfaces.
MC-shapes also known as miscellaneous channels , which have a slope other than percent 2 on 12 on the inner flange surfaces.
These shapes are designated by the mark C or MC, nominal depth in. For example, a Cl2x25 is aC-shape that is nominally 12 in. Design dimensions, detailing dimensions, and axial, flexural, and torsional propertiesare given in Tables and for C- and MC-shapes, respectively. For the definitions of the tabulated variables, refer to the Nomenclature section at the backof this Manual.
AnglesAngles also known as L-shapes have legs of equal thickness and either equal or unequalleg sizes. Angles are designated by the mark L, leg sizes in. For exam-pIe, an L4x3x l12 is an angle with one 4-in. Design dimensions, detailing dimensions, and axial, flexural, and flexural-torsionalproperties are given in Table The effects of leg-to-leg and toe fillet radii have beenconsidered in the determination of these section properties. Qty Available: 1. BennettBooksLtd via United States.
Big Bill's Books via United States. Edition: 3rd. Usually ships within 6 to 10 days. Used books: 1 - 50 of 73 Bookseller Notes Price 1. Better World Books via United States. Used - Good. Used book that is in clean, average condition without any missing pages. Connecting readers with great books since Customer service is our top priority! In Stock. Customer service is our top priority!. BooksRun via United States. United States. GF Books, Inc.
Satisfaction Guaranteed! Book is in Used-Good condition. Pages and cover are clean and intact. Used items may not include supplementary materials such as CDs or access codes. May show signs of minor shelf wear and contain limited notes and highlighting. Ship within 24hrs. Trade paperback. Ergodebooks via United States. Books Unplugged via United States. Thus, this database is the compilation of all of the structural steel shape dimensions and properties recorded by AISC from the year to These cards present some of the most frequently used equations from the Specification in a simplified and abbreviated format.
Card 1 contains equations to calculate the available strength of W-, S-, C-, and MC-shapes in tension, shear, flexure and compression. Card 2 provides equations for determining the available strengths of bolted or welded connections and connected parts.
Card 3 is similar to Card 1 except it covers the available strength for square, rectangular and round HSS shapes. Card 4 gives a summary for stability design of structures using either the first-order, effective length, or direct analysis methods. This card also provides a "simplified method" that is based on the effective length method.
These cards have limitations and are not intended to be solely relied upon as a replacement to the Manual or Specification. Note that some solutions obtained using this card may be more conservative than those provided by the Specification.
As indicated in the Related Info and Notes sections on the cards, there are certain situations where the equations on these design cards may not be applicable, or an equation may require use of a modification factor. Browse all of the Reference Lists in the 15th Edition Steel Construction Manual , sorted by the part of manual in which the reference appears.
Note that Part 5 does not contain any references to other publications. Where possible, active links are provided to assist with obtaining the cited literature. Browse the Interactive Reference List. Some of the references are linked to the web sites of other associations where they can be accessed for a fee. The new standard provides an HSS with improved performance and can result in more efficient steel designs. AISC has prepared a number of resources below to help introduce A into the steel marketplace and to help engineers use it in design.
Shapes are available in square, round and rectangular sections. Shape dimensions and section property tables are available in PDF format based on the nominal wall thickness for square, round and rectangular A HSS. The shape dimensions and section properties for square, round and rectangular A HSS are also available in a Microsoft Excel spreadsheet. Steel Tube Institute steeltubeinstitute. Not Specified 35 Items No 11 Items Yes 1 Items 1.
Not Specified 93 Items English 66 Items Not Specified 39 Items Milne 1 Items 1. Not Specified 86 Items Not Specified 85 Items Not Specified 79 Items New 12 Items Used Items
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