The rigid beam is supported by the three suspender bars Bars
Solution
We will first calculate force in each bar
Given,crossectional area of each bar= 450 mm2
Allowable stress in bar of steel=200 MPA and allowable stree in aluminium bars=150 MPA
Now calculating force in each bar.let the force in each bar be P
Calculating force P in bar AB which is an aluminium bar
= stress in bar AB x crossectional area of barAB= 150 MPAx 450 mm2=150x106 PA x450mm2
=150 N/mm2x450 mm2=67500 N
Force in Bar CD which is a steel bar
=stress in bar CD x crossectional area of bar CD= 200 MPA x 450 mm2=200x106PAx 450 mm2
=200 N/mm2x 450 mm2=90000 N
Force in bar EF
stress in bar EF x crossectional area of bar EF= 150 MPAx 450 mm2=150x106 PA x450mm2
=150 N/mm2x450 mm2=67500 N
Now as per the Force balance equation, the summation of forces F+F2+F3=67500+90000+67500=225000 N------(1)
As given in the diagram above, the summation of Forces is also given by=P+2P----------(2)
Equating the equation (1) and (2) above,
P+2P=225000
3P=225000
P=75000 Newtons.Thus value of force P=75000 N
