diff options
Diffstat (limited to '3764/CH4/EX4.03/Ex4_03.sce')
| -rw-r--r-- | 3764/CH4/EX4.03/Ex4_03.sce | 22 |
1 files changed, 22 insertions, 0 deletions
diff --git a/3764/CH4/EX4.03/Ex4_03.sce b/3764/CH4/EX4.03/Ex4_03.sce new file mode 100644 index 000000000..adbd866c4 --- /dev/null +++ b/3764/CH4/EX4.03/Ex4_03.sce @@ -0,0 +1,22 @@ +clc +// + +//Variable declaration +Es=29*((10**6)) // Modulus of rigidity(psi) +Eb=15*((10**6))*(1.0) // Modulus of rigidity(psi) +M=40 // Bending moment(kip.in) +h=3 // Height(3) +b=2.25 // Breadth(in) +c=1.5 // Distance(in) + +//Calculation +n=Es/Eb // Ratio +W=0.75*n // width(in) +I=(1/12.0)*(b)*((h)**3) // Moment of inertia of the transformed section(in**4) +Sm=(M*c)/(I) // Maximum stress in the transformed section(ksi) +Sbrass=Sm // Maximum stress in brass portion(ksi) +Ssteel=1.933*(Sbrass) // Maximum stress in steel portion(ksi) + +// Result +printf("\n Maximum stress in brass portion = %0.3f ksi' ,Sbrass) +printf("\n Maximum stress in steel portion = %0.3f ksi' ,Ssteel) |