Problem 6: Figure (a) shows the cross section of a column that uses a structural shape known as W8 x 67 (wide-flange beam, nominally 8 in. deep, weighing 67 Ib/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A=19.7 in^2, Ix =272 in^4, and ly =88.6 in^4. Figure (b) shows the cross- sectional dimensions for the structural steel section known as C10 x 20 (channel with a nominal depth of 10 in., weighing 20 Ib/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A=5.88 in^2, Ix =78.9 in^4, and ly =2.81 in^4. If a w8 x 67 section is joined to a C10 x 20 section to form a structural member that has the cross section shown in Figure (c), the moment of inertia with respect to the centroidal x-axis of the built-up section is *

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.8.13P: A square wood platform is 8 ft × 8 ft in area and rests on masonry walls (see figure). The deck of...
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Problem 6: Figure (a) shows the cross section of a column that uses a
structural shape known as W8 x 67 (wide-flange beam, nominally 8 in.
deep, weighing 67 Ib/ft). The American Institute of Steel Construction
Structural Steel Handbook lists the following cross-sectional properties:
A=19.7 in^2, Ix =272 in^4, and ly =88.6 in^4. Figure (b) shows the cross-
sectional dimensions for the structural steel section known as C10 x 20
(channel with a nominal depth of 10 in., weighing 20 Ib/ft). The American
Institute of Steel Construction Structural Steel Handbook lists the
following properties for the cross section: A=5.88 in^2, Ix =78.9 in^4, and ly
=2.81 in^4. If a W8 x 67 section is joined to a C10 x 20 section to form a
structural member that has the cross section shown in Figure (c), the
moment of inertia with respect to the centroidal x-axis of the built-up
section is *
006 in
Web
--0S75 in
10 ia
Flange
079in.
-8.287 in
(a)
219 in.
(b)
(c)
350.90 in^4
357.492 in^4
368.789 in^4
389.12 in^4
Transcribed Image Text:Problem 6: Figure (a) shows the cross section of a column that uses a structural shape known as W8 x 67 (wide-flange beam, nominally 8 in. deep, weighing 67 Ib/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A=19.7 in^2, Ix =272 in^4, and ly =88.6 in^4. Figure (b) shows the cross- sectional dimensions for the structural steel section known as C10 x 20 (channel with a nominal depth of 10 in., weighing 20 Ib/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A=5.88 in^2, Ix =78.9 in^4, and ly =2.81 in^4. If a W8 x 67 section is joined to a C10 x 20 section to form a structural member that has the cross section shown in Figure (c), the moment of inertia with respect to the centroidal x-axis of the built-up section is * 006 in Web --0S75 in 10 ia Flange 079in. -8.287 in (a) 219 in. (b) (c) 350.90 in^4 357.492 in^4 368.789 in^4 389.12 in^4
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