Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a shear-force of V = 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown below. The dimensions of the section as shown are b1 = 42 mm, b2 = 88 mm, t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal stresses and the maximum shear stress acting at points H and K. Also show these stresses on an appropriate sketch for each point. y H K K M b2
Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a shear-force of V = 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown below. The dimensions of the section as shown are b1 = 42 mm, b2 = 88 mm, t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal stresses and the maximum shear stress acting at points H and K. Also show these stresses on an appropriate sketch for each point. y H K K M b2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a
shear-force of V= 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown
below. The dimensions of the section as shown are bi = 42 mm, b2 = 88 mm,
t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal
stresses and the maximum shear stress acting at points H and K. Also show
these stresses on an appropriate sketch for each point.
b,
y
H
K
K
M
b2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb575d4aa-617f-4320-be65-135468ab142e%2F8d23b05a-bdbc-4d41-b3d8-bb6b6305e61c%2Ftamlnv_processed.png&w=3840&q=75)
Transcribed Image Text:Q.4) A flanged-shaped beam section is subjected to an axial force of P = 10 kN, a
shear-force of V= 20.6 kN, and a bending-moment of M = 2.2 kN-m, as shown
below. The dimensions of the section as shown are bi = 42 mm, b2 = 88 mm,
t; = 8 mm, d = 90 mm, tw = 8 mm, and a = 21 mm. Determine the principal
stresses and the maximum shear stress acting at points H and K. Also show
these stresses on an appropriate sketch for each point.
b,
y
H
K
K
M
b2
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