aluminum [E = 70 GPa] links (1) and %3D H.W.3: In Figure (2) support rigid beam ABC. Link (1) has a cross-sectional area of 300 mm2, and link (2) has a cross-sectional area of 450 mm². For an applied load of P = 55 kN, determine the rigid beam deflection at point B. %3D ad NadhonShul (2) 4,000 mm (1) 2,500 mm 1,400 mm 800 mm
aluminum [E = 70 GPa] links (1) and %3D H.W.3: In Figure (2) support rigid beam ABC. Link (1) has a cross-sectional area of 300 mm2, and link (2) has a cross-sectional area of 450 mm². For an applied load of P = 55 kN, determine the rigid beam deflection at point B. %3D ad NadhonShul (2) 4,000 mm (1) 2,500 mm 1,400 mm 800 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![FIGORE
%3D
aluminum [E = 70 GPa] links (1) and
H.W.3: In Figure
(2) support rigid beam ABC. Link (1) has a cross-sectional area of
300mm2, and link (2) has a cross-sectional area of 450 mm2. For
an applied load of P = 55 kN, determine the rigid beam deflection
tad Nadhon hub
at point B.
(2)
4,000 mm
(1)
2,500 mm
1,400 mm
800 mm
P.
FIGURE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fadcf3f01-240a-4567-bdc0-ef7b28bac2c4%2F155afdd2-d991-4293-af58-3aa1255ff159%2Fvjwas5w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:FIGORE
%3D
aluminum [E = 70 GPa] links (1) and
H.W.3: In Figure
(2) support rigid beam ABC. Link (1) has a cross-sectional area of
300mm2, and link (2) has a cross-sectional area of 450 mm2. For
an applied load of P = 55 kN, determine the rigid beam deflection
tad Nadhon hub
at point B.
(2)
4,000 mm
(1)
2,500 mm
1,400 mm
800 mm
P.
FIGURE
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