A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to rigid supports at A and C. Bar (1) has a cross-sectional area of Aj = 1250 mm? and a length of L = 1320 mm. Bar (2) has a cross-sectional area of A2 = 2640 mm and a length of L2 = 670 mm. After two loads of P = 2.6 kN are applied to flange B, determine: (a) the forces in bars (1) and (2). (b) the deflection of flange B. P (1) P B (2) (a) F, kN F, = kN (b) UB mm
A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to rigid supports at A and C. Bar (1) has a cross-sectional area of Aj = 1250 mm? and a length of L = 1320 mm. Bar (2) has a cross-sectional area of A2 = 2640 mm and a length of L2 = 670 mm. After two loads of P = 2.6 kN are applied to flange B, determine: (a) the forces in bars (1) and (2). (b) the deflection of flange B. P (1) P B (2) (a) F, kN F, = kN (b) UB mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to
rigid supports at A and C. Bar (1) has a cross-sectional area of Aj = 1250 mm? and a length of L = 1320 mm. Bar (2) has a cross-sectional area of A2 = 2640 mm? and a length of
L2 = 670 mm. After two loads of P = 2.6 kN are applied to flange B, determine:
(a) the forces in bars (1) and (2).
(b) the deflection of flange B.
L
L2
A
(1)
P
B
(2)
(a) F1
kN
F2
kN
(b) ив
mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F624dc3ee-66cf-467a-ba2c-7240dafa8ad8%2Fd8c9966e-3802-47d0-bcc8-29ebecbd9400%2Fe6cg8xj_processed.png&w=3840&q=75)
Transcribed Image Text:A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to
rigid supports at A and C. Bar (1) has a cross-sectional area of Aj = 1250 mm? and a length of L = 1320 mm. Bar (2) has a cross-sectional area of A2 = 2640 mm? and a length of
L2 = 670 mm. After two loads of P = 2.6 kN are applied to flange B, determine:
(a) the forces in bars (1) and (2).
(b) the deflection of flange B.
L
L2
A
(1)
P
B
(2)
(a) F1
kN
F2
kN
(b) ив
mm
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