A pin-connected structure is supported as shown in the figure. Bar (1) is made of brass [E = 105 GPa], and bar (2) is made of an aluminum alloy [E = 70 GPa]. Bars (1) and (2) each have cross-sectional areas of 375 mm². Rigid bar ABCD is supported by a pin in a double-shear connection at B. If the allowable shear stress for pin B is 130 MPa, calculate the minimum allowable diameter for the pin at B when P 107 kN. = A 880 mm D B 720 mm 430 mm ŵ (1) 260 mm 400 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A pin-connected structure is supported as
shown in the figure. Bar (1) is made of brass [E
= 105 GPa], and bar (2) is made of an aluminum
alloy [E = 70 GPa]. Bars (1) and (2) each have
cross-sectional areas of 375 mm².
Rigid bar ABCD is supported by a pin in a
double-shear connection at B. If the allowable
shear stress for pin B is 130 MPa, calculate the
minimum allowable diameter for the pin at B
when P = 107 kN.
P
A
880 mm
D
B
720 mm
430 mm
(2)
(1)
260 mm
400 mm
Transcribed Image Text:A pin-connected structure is supported as shown in the figure. Bar (1) is made of brass [E = 105 GPa], and bar (2) is made of an aluminum alloy [E = 70 GPa]. Bars (1) and (2) each have cross-sectional areas of 375 mm². Rigid bar ABCD is supported by a pin in a double-shear connection at B. If the allowable shear stress for pin B is 130 MPa, calculate the minimum allowable diameter for the pin at B when P = 107 kN. P A 880 mm D B 720 mm 430 mm (2) (1) 260 mm 400 mm
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