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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /3764/CH5 | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
| download | Scilab-TBC-Uploads-7f60ea012dd2524dae921a2a35adbf7ef21f2bb6.tar.gz Scilab-TBC-Uploads-7f60ea012dd2524dae921a2a35adbf7ef21f2bb6.tar.bz2 Scilab-TBC-Uploads-7f60ea012dd2524dae921a2a35adbf7ef21f2bb6.zip | |
initial commit / add all books
Diffstat (limited to '3764/CH5')
| -rw-r--r-- | 3764/CH5/EX5.03/Ex5_03.sce | 30 | ||||
| -rw-r--r-- | 3764/CH5/EX5.1/Ex5_1.sce | 18 |
2 files changed, 48 insertions, 0 deletions
diff --git a/3764/CH5/EX5.03/Ex5_03.sce b/3764/CH5/EX5.03/Ex5_03.sce new file mode 100644 index 000000000..99497327d --- /dev/null +++ b/3764/CH5/EX5.03/Ex5_03.sce @@ -0,0 +1,30 @@ +clc +// +// + +//Variable declaration +// Reactions +Rb=40 // Reaction at B(kN) +Rd=14 // Reaction at D(kN) + +// Calculations +// Shear and Bending-Moment Diagrams +V1=-20 // Force(kN) +M1=0 // Moment(kN.m) +V2=-20 // Force(kN) +M2=-50 // Moment(kN.m) +V3=26 // Force(kN) +M3=-50 // Moment(kN.m) +V4=26 // Force(kN) +M4=28 // Moment(kN.m) +V5=-14 // Force(kN) +M5=28 // Moment(kN.m) +V6=-14 // Force(kN) +M6=0 // Moment(kN.m) +// Maximum Normal Stress +S=(1/6.0)*(0.080)*((0.250**2)) // Section modulus of the beam(m**3) +Mb=(50*(10**3)) // Moment(N.m) +sM=(Mb/S)/(((10**6))) // Stress(Pa) + +// Result +printf("\n Maximum normal stress in the beam = %0.3f MPa' ,sM) diff --git a/3764/CH5/EX5.1/Ex5_1.sce b/3764/CH5/EX5.1/Ex5_1.sce new file mode 100644 index 000000000..f96f0fa5b --- /dev/null +++ b/3764/CH5/EX5.1/Ex5_1.sce @@ -0,0 +1,18 @@ +clc +// +// + +//Variable declaration +M=8 // Bending moment(kip.in) +A=(2.5)*(1.5) // Area(in**2) +R=5.969 +e=0.0314 // Distance(in) + +//Calculation +// Case(a) +Smax=((8)*(6.75-5.969))/((3.75)*(0.0314)*(6.75)) // Maximum stress(ksi) +Smin=((8)*(5.25-5.969))/((3.75)*(0.0314)*(5.25)) // Minimum stress(ksi) + +// Result +printf("\n Maximum stress = %0.3f ksi' ,Smax) +printf("\n Minimum stress = %0.3f ksi' ,Smin) |