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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 /3705/CH2/EX2.6 | |
| 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 '3705/CH2/EX2.6')
| -rw-r--r-- | 3705/CH2/EX2.6/Ex2_6.sce | 22 |
1 files changed, 22 insertions, 0 deletions
diff --git a/3705/CH2/EX2.6/Ex2_6.sce b/3705/CH2/EX2.6/Ex2_6.sce new file mode 100644 index 000000000..97cc0b4b0 --- /dev/null +++ b/3705/CH2/EX2.6/Ex2_6.sce @@ -0,0 +1,22 @@ + +clear//
+
+//Variable Declaration
+P=10**6 //Force on the member in N
+Es=200 //Modulus of elasticity of steel in GPa
+Ec=14 //Modulus of elasticity concrete in GPa
+As=900*10**-6 //Area of steel in m^2
+Ac=0.3**2 //Area of concrete block in m^2
+
+//Calculation
+//Cross Sectional Areas
+Ast=4*As //Cross Sectional Area in m^2 of Steel
+Act=Ac-Ast //Cross Sectional Area of Concrete in m^2
+
+//Applying equilibrium to the structure
+//Using the ratio of stress and modulii of elasticity we obtain the following eq
+sigma_ct=P/(((Es*Ec**-1)*Ast)+Act) //Stress in Concrete in Pa
+sigma_st=sigma_ct*Es*Ec**-1 //Stress in Steel in Pa
+
+//Result
+printf("\n The stress in steel and concrete is as follows %0.1f MPa and %0.3f Mpa respectively",sigma_st*10**-6,sigma_ct*10**-6)
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