Answer:
Explanation:
given data:
steel diamter = 25 mm
allowable stress in bronze = 60 MPa
length of wire = 30 m
Ebr=80GPa
Est = 200GPA
AREA of wire[tex] = \frac{\pi}{4} 2.5^2 = 4.906 mm2[/tex]
total load = 6*Pbr + Pst .............1
where
Pbr is load due to bronze
Psr is load due to steel
elongationis given as
[tex]\frac{Pbr*l}{Ebr*A} =\frac{Pst*l}{Est*A}[/tex]
[tex]Pbr = \frac{ Ebr}{Est} Pst[/tex]
[tex]= \frac{ 80}{200}Pst[/tex]
force on bronze wire
[tex]\sigma br = \frac{Pbr}{A}[/tex]
[tex]60 = \frac{Pbr}{4.90625}[/tex]
Pbr = 294.375 N
from eqt 2
[tex]294.375 = \frac{80}{200} Pst[/tex]
Pst = 735.93 N
SAFE LOAD from eq 1
P = 6 *294.375 + 735.937 = 2502.18 N
EXtension under load
[tex]\delta t = \frac{Pbr L}{AEbr} = \frac{294.37*30*10^3}{4.90625*80*10^3}[/tex]
[tex]\delta t = 22.5 mm[/tex]