0.933 in.-0606 in.Web -9 in.-0.575 in.10 in.- Flange– 0.379 in-8.287 in.-Figure (a)y2.739 in.Figure (b)Figure (c) Figure (a) shows the cross section of a column that uses a structural shapeknown as W8 × 67 (wide-flange beam, nominally 8 in. deep, weighing 67 lb/ft).The American Institute of Steel Construction Structural Steel Handbook liststhe following cross-sectional properties:A = 19.7 in?,Figure (b) shows the cross-sectional dimensions for the structural steel sectionknown as C10 × 20 (channel with a nominal depth of 10 in., weighing 20 lb/ft).The American Institute of Steel Construction Structural Steel Handbook lists= 272 in*, and1, = 88.6 in*.the following properties for the cross section:A = 5.88 in?,If a W8 x 67 section is joined to a C10 x 20 section to form a structural memberthat has the cross section shown in Figure (c),a. Locate the centroid of the built-up section in the Figure (c).b. Calculate the centroidal moments of inertia, I, and I, for this crossI, = 78.9 in*, andI, = 2.81 in“.section.

Given: W 8×67:Area = 19.7 in2d = 9 inbf = 8.28 intf = 0.935 intw = 0.57 inIxx = 272 in4Iyy = 88.6…

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 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A = 19.7 in?, 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 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A = 5.88 in?, 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), a. Locate the centroid of the built-up section in the Figure (c). b. Calculate the centroidal moments of inertia, I, and I, for this cross 1, = 272 in*, and !y = 88.6 tn. , = 78.9 in*, and ly = 2.81 in*. section.

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 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following cross-sectional properties: A = 19.7 in?, 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 lb/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A = 5.88 in?, 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), a. Locate the centroid of the built-up section in the Figure (c). b. Calculate the centroidal moments of inertia, I, and I, for this cross 1, = 272 in, and !y = 88.6 tn. , = 78.9 in, and ly = 2.81 in*. section.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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