Can Stock Photo Inc./Johan H 7.2-1 The stresses on the bottom surface of a fuel tanker (figure part a) are known to be o = 7750 psi, σ, = 1175 psi, and 7 = 940 psi (figure part b). xy Determine the stresses acting on an element oriented at an angle = 55° from the x axis, where the angle is positive when counterclockwise. Show these stresses on a sketch of an element oriented at the angle 0. (a) PROBLEM 7.2-1 (b) 1175 psi Ţ 940 psi 7750 psi

Elements Of Electromagnetics
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nc./Johan H
σy
7.2-1 The stresses on the bottom surface of a fuel
tanker (figure part a) are known to be o = 7750 psi,
= 1175 psi, and 7 xy = 940 psi (figure part b).
Determine the stresses acting on an element
oriented at an angle = 55° from the x axis, where
the angle is positive when counterclockwise. Show
these stresses on a sketch of an element oriented at
the angle 0.
(a)
PROBLEM 7.2-1
(b)
1175 psi
Ţ
940 psi
7750 psi
7.2-5 The stresses acting on element A on the web of
a train rail (see figure part a) are found to be 6500 psi
tension in the horizontal direction and 18,500 psi com-
pression in the vertical direction (see figure part b).
Also, shear stresses with a magnitude of 3800 psi act
in the directions shown.
Determine the stresses acting on an element ori-
ented at a counterclockwise angle of 30° from the
horizontal. Show these stresses on a sketch of an ele-
ment oriented at this angle.
Cross
Section
(a)
PROBLEM 7.2-5
B
A
Side
View
A
(b)
18,500 psi
76500 psi
3800 psi
Transcribed Image Text:nc./Johan H σy 7.2-1 The stresses on the bottom surface of a fuel tanker (figure part a) are known to be o = 7750 psi, = 1175 psi, and 7 xy = 940 psi (figure part b). Determine the stresses acting on an element oriented at an angle = 55° from the x axis, where the angle is positive when counterclockwise. Show these stresses on a sketch of an element oriented at the angle 0. (a) PROBLEM 7.2-1 (b) 1175 psi Ţ 940 psi 7750 psi 7.2-5 The stresses acting on element A on the web of a train rail (see figure part a) are found to be 6500 psi tension in the horizontal direction and 18,500 psi com- pression in the vertical direction (see figure part b). Also, shear stresses with a magnitude of 3800 psi act in the directions shown. Determine the stresses acting on an element ori- ented at a counterclockwise angle of 30° from the horizontal. Show these stresses on a sketch of an ele- ment oriented at this angle. Cross Section (a) PROBLEM 7.2-5 B A Side View A (b) 18,500 psi 76500 psi 3800 psi
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