blob: 27f8a0d46cbb486554749c00653c387dd58bf672 (
plain)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
|
clc
//
//Variable declaration
P = 120 //Maximum allowable tension force
s = 175 //Maximum allowable stress
t = 100 //Maximum allowable stress
Sb = 350 //Maximum allowable stress
//Calculation
//Case(a)
F1=P/2 //Current(A)
d=sqrt(((P/2.0)*1000)/((22/(4*7.0))*(100000000))) //Diameter of bolt(m)
d=d*1000 //Diameter of bolt(mm)
d=(d) //Rounding of the value of diameter of bolt(mm)
Ad=(0.020*0.028) //Area of cross section of plate
tb=((P*1000)/Ad)/(1000000) //Stress between between the 20-mm-thick plate and the 28-mm-diameter bolt
tb=(tb) //Rounding of the above calculated stress to check if it is less than 350
a=(P/2)/((0.02)*(175)) //Dimension of cross section of ring
a=(a) //Rounding dimension of cross section of ring to two decimal places
b=28 + (2*(a)) //Dimension b at Each End of the Bar
b=(b) //Rounding the dimension b to two decimal places
h=(P)/((0.020)*(175)) //Dimension h of the Bar
h=(h) //Rounding dimension h of bar to 1 decimal place
//Result
printf("\n Case(a): Diameter of the bolt = %.f mm' ,d)
printf("\n Case(b): Dimension b at Each End of the Bar = %.f mm' ,b)
printf("\n Case(c): Dimension h of the Bar = %f mm' ,h)
|
