y A M H В W Figure-2 A wide flange beam is subjected to a moment as shown in Figure-2. If M-18 kN.m, H=158 mm, W=240 mm, d=19 mm, t=19 mm and e=25°; Determine the moment of inertia (mm*) about the axis-z. a) Determine the moment of inertia (mm4) about the axis-z. b) Determine the moment of inertia (mm4) about the axis-y. c) Determine the normal stress (MPa) due to bending at point B. If it is compressive stress, use - sign.
y A M H В W Figure-2 A wide flange beam is subjected to a moment as shown in Figure-2. If M-18 kN.m, H=158 mm, W=240 mm, d=19 mm, t=19 mm and e=25°; Determine the moment of inertia (mm*) about the axis-z. a) Determine the moment of inertia (mm4) about the axis-z. b) Determine the moment of inertia (mm4) about the axis-y. c) Determine the normal stress (MPa) due to bending at point B. If it is compressive stress, use - sign.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:d
A
M
H
B
W
Figure-2
A wide flange beam is subjected to a moment as shown in Figure-2. If M=18 kN.m, H=158 mm,
W=240 mm, d=19 mm, t=19 mm and e=25°;
Determine the moment of inertia (mm*) about the axis-z.
a) Determine the moment of inertia (mm4)
about the axis-z.
b) Determine the moment of inertia (mm4)
about the axis-y.
c) Determine the normal stress (MPa) due to
bending at point B. If it is compressive stress,
use - sign.
d) Determine the orientation angle, B
(degree), of the neutral axis relative to the +z
axis.
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