A pin-connected truss composed of members AB and BC is subjected to a vertical force P= 40 kN at joint B (see figure). Each member is of constant cross- sectional area: A4B = 0.004 m² and ABC =0.002 m². The diameter d of all pins is 20 mm, clevis thickness t is 10 mm, and the thickness 4 of the bracket is 15 mm. Determine the normal stress acting in each member and the shearing and bearing stresses at joint C. Fc Clevised ends 2 m A 1.5 m P=40 kN
A pin-connected truss composed of members AB and BC is subjected to a vertical force P= 40 kN at joint B (see figure). Each member is of constant cross- sectional area: A4B = 0.004 m² and ABC =0.002 m². The diameter d of all pins is 20 mm, clevis thickness t is 10 mm, and the thickness 4 of the bracket is 15 mm. Determine the normal stress acting in each member and the shearing and bearing stresses at joint C. Fc Clevised ends 2 m A 1.5 m P=40 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1.
A pin-connected truss composed of members AB and BC is subjected to a
vertical force P = 40 kN at joint B (see figure). Each member is of constant cross-
sectional area: AAB = 0.004 m² and ABC =0.002 m². The diameter d of all pins
is 20 mm, clevis thickness t is 10 mm, and the thickness 1 of the bracket is
15 mm. Determine the normal stress acting in each member and the shearing and
bearing stresses at joint C.
Fc
Clevised
ends
2 m
A
1.5 m
P=40 kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffd89ae12-39b4-42f7-b11a-a080a8d64e9b%2Fb0f7f75a-a0ca-4964-a6c2-cf3fbdb8ba45%2Fy3onpx_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.
A pin-connected truss composed of members AB and BC is subjected to a
vertical force P = 40 kN at joint B (see figure). Each member is of constant cross-
sectional area: AAB = 0.004 m² and ABC =0.002 m². The diameter d of all pins
is 20 mm, clevis thickness t is 10 mm, and the thickness 1 of the bracket is
15 mm. Determine the normal stress acting in each member and the shearing and
bearing stresses at joint C.
Fc
Clevised
ends
2 m
A
1.5 m
P=40 kN
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