Making the program below work. Must be in C only.
Write a MAIN function and the following funcations to compute the stress and strain in a steel rod of diameter D (inches) and length L (inches) subject to the compress loads P of 10,000 to 1,000,000 pounds in increments of 100,000 pounds. The modulus of elasticity E for steel is 30 x 10 to the 6th power.
A function to compute the stress from the formulas:
stress f = P/A
Where A = PI Dsquared/4.0
A funcation to compute the strain from the formulas:
elondated or shortened length (delta)L=fL/E
strain e = (delta)L/L =f/e
A funcation to output the stress and strain at differant loads of P
Main
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calculate stress calculate strain output
The functions should call each other as shown in the chart above.