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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. 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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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
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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