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Steel Construction Manual. American Institute of Steel Construction Thirteenth Edition Part 1 Dimensions and Properties. Wide-flange (W) Shapes. Most widely used section. Two flanges held apart by a web. Essentially parallel inner and outer flange surfaces. Section designation. - PowerPoint PPT Presentation

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Page 1: Steel Construction Manual
Page 2: Steel Construction Manual

Steel Construction Manual

American Institute of Steel Construction

Thirteenth EditionPart 1

Dimensions and Properties

Page 3: Steel Construction Manual

Wide-flange (W) ShapesMost widely used section

Essentially parallel inner and outer flange surfaces

Two flanges held apart by a web

W 24 x 55

Section designation

Nominal depth in full inches

Weight in pounds/per foot

Nominal depths from 4-inch to 44 inch

Weights available from 9 lb/ft to 800 lb/ft

Page 4: Steel Construction Manual

Wide-flange (W) Shapes

5

W 14 x 730

Actual depth is 22.4 inches

All shapes from W14 x 90 to W 14 x 730 have flat (T) part of web of 10 inches.

All these shapes can be stacked on each other

W 14 x 90

Actual depth is 14 inches

Page 5: Steel Construction Manual

Flange

Web

Major axis

Designation

Weak axis

Page 6: Steel Construction Manual

Cross-sectional area

Actual depth

Page 7: Steel Construction Manual

WebThickness

Flange Properties

Page 8: Steel Construction Manual

Spacing between rowsof bolts in flange

Flat portion of web

End of fillet transition between

web and flange

Page 9: Steel Construction Manual

Weight per foot

Moment of Inertia (I), elastic section modulus (S), radius of gyration (r), plastic section modulus (Z) for strong and

weak axes

Flange and web stabilityparameters

Page 10: Steel Construction Manual
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M-Shapes

Not classified in ASTM 6 as W-, S- or HP- shapes

Same properties (A, d, tw, bf, etc) as W- shapes

Can have sloped inside flange or other features

Page 13: Steel Construction Manual

American Standard (S) Shapes16-2/3% slope on inner flange surface

S24x121

Section designation

Nominal depth

Weight per foot

Relatively narrow flanges and thicker webs when compared to W shapes

Use is less common because of lower moment of inertia, tapered flanges and low lateral stiffness

Page 14: Steel Construction Manual

Narrow flange

Note: slope on inside of flange

Page 15: Steel Construction Manual

Same properties as for W shapes

Page 16: Steel Construction Manual

Channels

C15x50

Section designation

Actual depth

Weight in pounds per foot

MC – Miscellaneous channel – Other than 2 on 12 slope on inner flange

Nominal depth is same as actual depth

Page 17: Steel Construction Manual

Actual depth

Property for design

Property fordetailing

Page 18: Steel Construction Manual

L6x4x3/4

Short leg length

For a single angle major axes do not correspond to x and y axes

Long leg length

Thickness of both legs

Angles

Section designation

Equal leg and unequal leg angles available

Angles are best used in pairs as LLBB (Long-leg-back-to-back) or SLBB (Short-leg-back-to-back).

Page 19: Steel Construction Manual

Designation

Location of elastic centroid

Location of plastic centroid X axis properties

Page 20: Steel Construction Manual

Y axis properties

Minor (weak) axis for a single angle

Page 21: Steel Construction Manual

TeesWT -, MT- and ST- are obtained by shearing or thermal-cut from parent shape of W, M and S respectively

Two WT 22 x 131 can be made by cutting a W 44 x 262

Off-center cuts can be done but properties not listed in Manual

Used for top and bottom chords of trusses and diagonal bracing in buildings

Nominal depths and weights of a WT is exactly half of the parent shape

Page 22: Steel Construction Manual

Stem, not web

Page 23: Steel Construction Manual
Page 24: Steel Construction Manual

Hollow Structural ShapesRectangular, Square or Round HSS

Welded or Seamless

Welded HSS made by welding sheet steel

Seamless made by extrusion of solid round bars

HSS 10 x 4 x 3/8 Wall thickness

Section Designation

Outside longer dimension

Outside shorter dimension

Page 25: Steel Construction Manual

Outside LongerDimension

Outside ShorterDimension

Actual Wall Thickness

Design Wall Thickness = 0.93 x Actual Wall Thickness

Strong axis structural properties

Page 26: Steel Construction Manual

Weak axis structural properties

Page 27: Steel Construction Manual

Equal outside dimensionsStructural properties for strong and weak axes

Page 28: Steel Construction Manual

Diameter over design thickness

Nominal versus design thickness

Page 29: Steel Construction Manual

Standard, x-strong and xx-strong designations

Nominal wall thickness

Page 30: Steel Construction Manual

Double Angles

2L6x4x3/4

Major axes are now x and y

X axis properties may be obtained from x axisproperties of single angle

Y axis properties depend on separation between backs angles and whether LLBB or SLBB

Page 31: Steel Construction Manual

Long legs back-to-backShort legs back-to-back

Separation due to gusset plates

Radius of gyration for compression members

Page 32: Steel Construction Manual
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Double Channels

Designated as 2C or 2MC

2C15x50

Y axis properties depend on back-to-back separation

X axis properties can be obtained from x axisproperties of single channel

Page 34: Steel Construction Manual

Y axis properties depend on back-to-back distance (gusset plate thicknesses) between individual channels

Page 35: Steel Construction Manual

Channel

W shape Weight

Moment of Inertia, Ixx

Suitable for Crane Girders

Page 36: Steel Construction Manual

Nominal wall thickness

Page 37: Steel Construction Manual
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Limited availability

Steel Types

Preferred Specification

Page 40: Steel Construction Manual

Plates > 8 inch widthBars < 8 inch width

Thickness in inches