Answered: Plate 6 in. x in. W 18 x 71- M C2 z- C…

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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Question

The cross section of a steel beam is constructed
of a W 18 × 71 wide-flange section with a 6 in. × 1/2 in.
cover plate welded to the top flange and a C 10 × 30
channel section welded to the bottom flange. This beam
is subjected to a bending moment M having its vector at
an angle θ to the z axis (see figure).
Determine the orientation of the neutral axis and
calculate the maximum tensile stress σ_t and maximum
compressive stress σ_c in the beam. Assume that
θ = 30° and M = 75 kip-in. Note: The cross- sectional
properties of this beam were computed in Examples
D-2 and D-5.

Plate
6 in. x
in.
W 18 x 71-
M
C2
z-
C
y3
С 10 х 30
C3

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