Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A1=A2=95 mm2, an elastic modulus of E1=E2=1300 MPa, and lengths of L1=370 mm and L2=630 mm. A load of Q=350 N is applied at end C of member (2), and a load of P=1510 N is applied to the rigid bar at a distance of a=80 mm from pin support D and b=65 mm from pin B. Determine the magnitudes of the downward deflections of: (a) pin B. (b) pin C.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Rigid bar DB in the figure is supported at pin B by axial member ABC, which has a cross-sectional area of A1=A2=95 mm2, an elastic modulus of E1=E2=1300 MPa, and lengths of L1=370 mm and L2=630 mm.  A load of Q=350 N is applied at end C of member (2), and a load of P=1510 N is applied to the rigid bar at a distance of a=80 mm from pin support D and b=65 mm from pin B. Determine the magnitudes of the downward deflections of:

(a) pin B.

(b) pin C.

P
(1)
Rigid bar
B
D
a
b
L2
(2)
(a) VB =
i
mm
(b) vc =
i
mm
Transcribed Image Text:P (1) Rigid bar B D a b L2 (2) (a) VB = i mm (b) vc = i mm
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