The assembly consists of two red brass C83400 copper alloy rods AB and CD of diameter 30 mm, a stain less 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G. The part ist fix at both ends (A, C and F) Determine: a. The reaction force at point A, Cand F b. The deflection of point B, E, D The average normal stress develoned in rods AB CD and FF

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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300 mm-
450 mm-
40 kN
A 1
B
30 mm
40 mm
40 kN
30 mm
The assembly consists of two red brass C83400 copper alloy rods AB and CD of diameter 30 mm, a stain
less 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G.
The part ist fix at both ends (A, C and F)
Determine:
a. The reaction force at point A, C and F
b. The deflection of point B, E, D
c. The average normal stress developed in rods AB, CD and EF.
Brass C83400: E=101 GPa; G=37 GPa; oy=69 MPa; ou=241 MPa
Stainless steel 304: E= 193 GPa; G=75 GPa; oy=207 MPa; ou=517 MPa
Transcribed Image Text:300 mm- 450 mm- 40 kN A 1 B 30 mm 40 mm 40 kN 30 mm The assembly consists of two red brass C83400 copper alloy rods AB and CD of diameter 30 mm, a stain less 304 steel alloy rod EF of diameter 40 mm, and a rigid cap G. The part ist fix at both ends (A, C and F) Determine: a. The reaction force at point A, C and F b. The deflection of point B, E, D c. The average normal stress developed in rods AB, CD and EF. Brass C83400: E=101 GPa; G=37 GPa; oy=69 MPa; ou=241 MPa Stainless steel 304: E= 193 GPa; G=75 GPa; oy=207 MPa; ou=517 MPa
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