Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 8, Problem 8.1PFS

Find the values of S and Z and the shape factor about the horizontal xx axes, for the sections shown in the accompanying figures.

8-1.
Chapter 8, Problem 8.1PFS, Find the values of S and Z and the shape factor about the horizontal x—x axes, for the sections

Expert Solution & Answer
Check Mark
To determine

The values of S and Z and the shape factor about the horizontal x-x axes for the given section.

Answer to Problem 8.1PFS

  194.587in.3 , 350.93in.3 and 1.80

Explanation of Solution

The cross-section is shown below:

  Structural Steel Design (6th Edition), Chapter 8, Problem 8.1PFS , additional homework tip  1

The depth of neutral axis from bottom is given by

  y¯=A1y1+A2y2A1+A2(1)where,y¯isthedepthofneutralaxisfrombottomA1isareaofsection1A2isareaofsection2y1isdepthofcenterofgravityofsection1y2isdepthofcenterofgravityofsection2

The area of both section 1 and section 2 are

  A1=14×3A1=42in.2A2=17×2A2=34in.2

The depth of centre of gravity both section 1 and section 2 are

  y1=17+32y1=18.5in.y2=172y2=8.5in.

Now, substituting the values in equation (1),

  y¯=A1y1+A2y2A1+A2y¯=42×18.5+34×8.542+34y¯=14.026in.

The distance of centre of gravity from section 1 from the Neutral Axis (N.A.) is

  h1=y1y¯h1=18.514.026h1=4.474in.

The distance of centre of gravity from section 2 from the Neutral Axis (N.A.) is

  h2=y¯y2h2=14.0268.5h2=5.526in.

The moment of inertia is

  Ix=[( B× t f 3 12)+( A 1× h 1 2)]+[( t w × d w 3 12)+( A 2× h 2 2)]Ix=[( 14× 3 3 12)+(42× 4.474 2)]+[( 2× 17 3 12)+(34× 5.526 2)]Ix=872.2+1857.08Ix=2729.28in.4

The elastic section modulus is

  Sx=IxcSx=2729.2814.026Sx=194.587in.3

The location of plastic neutral axis is

  Structural Steel Design (6th Edition), Chapter 8, Problem 8.1PFS , additional homework tip  2

The area of flange is greater than the half of the sectional area. Hence the plastic neutral axis is located within the flange as shown in the above figure.

The depth of plastic neutral axis from top of the section x is

  14(x)=(17×2)+14(3x)14(x)=34+4214x28x=76x=2.71in.

The area of both section 1 and section 2 are

  A1=14×2.71A1=38in.2A2=14×(32.71)A2=4.06in.2A3=2×17A3=34in.2

The depths of centre of gravity both section 1 and section 2 from plastic neutral axis are

  y1=x2y1=2.712y1=1.355in.y2=3x2y2=32.712y2=0.145in.y3=(3x)+172y3=(32.71)+172y3=8.79in.

The plastic section modulus is

  Zx=A1y1+A2y2+A3y3Zx=(38×1.355)+(4.06×0.145)+(34×8.79)Zx=350.93in.3

The shape factor is

  Shapefactor=ZxSxShapefactor=350.93194.587Shapefactor=1.80

Conclusion:

The values of S and Z and the shape factor about the horizontal x-x axes are 194.587in.3 , 350.93in.3 and 1.80 respectively.

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