7 files changed, 142 insertions, 0 deletions
diff --git a/3863/CH2/EX2.1/Ex2_1.sce b/3863/CH2/EX2.1/Ex2_1.sce
new file mode 100644
index 000000000..5042378b5
--- /dev/null
+++ b/3863/CH2/EX2.1/Ex2_1.sce
@@ -0,0 +1,25 @@
+clear
+//
+//
+
+//Given
+//Variable declaration
+L=4*(10**3)       //Length of the bar in mm
+b=30              //Breadth of the bar in mm
+t=20              //Thickness of the bar in mm
+P=30*(10**3)      //Axial pull in N
+E=2e5             //Youngs modulus in N/sq.mm
+mu=0.3            //Poisson's ratio
+
+//Calculation
+A=b*t                        //Area of cross-section in sq.mm
+long_strain=P/(A*E)          //Longitudinal strain
+delL=long_strain*L           //Change in length in mm
+lat_strain=mu*long_strain    //Lateral strain
+delb=b*lat_strain            //Change in breadth in mm
+delt=t*lat_strain            //Change in thickness in mm
+
+//Result
+printf("\n change in length = %0.3f  mm",delL)
+printf("\n change in breadth = %0.3f  mm",delb)
+printf("\n change in thickness = %0.3f  mm",delt)
diff --git a/3863/CH2/EX2.10/Ex2_10.sce b/3863/CH2/EX2.10/Ex2_10.sce
new file mode 100644
index 000000000..d6e708904
--- /dev/null
+++ b/3863/CH2/EX2.10/Ex2_10.sce
@@ -0,0 +1,13 @@
+clear
+//Given
+//Variable declaration
+E=1.2e5                  //Youngs modulus in N/sq.mm
+C=4.8e4                  //Modulus of rigidity in N/sq.mm
+
+//Calculation
+mu=(E/(2*C))-1           //Poisson's ratio
+K=int(E/(3*(1-2*mu)))    //Bulk modulus in N/sq.mm
+
+//Result
+printf("\n Bulk modulus = %.0e N/mm^2",K)
+
diff --git a/3863/CH2/EX2.11/Ex2_11.sce b/3863/CH2/EX2.11/Ex2_11.sce
new file mode 100644
index 000000000..1b1190ccc
--- /dev/null
+++ b/3863/CH2/EX2.11/Ex2_11.sce
@@ -0,0 +1,20 @@
+clear
+//Given
+//Variable declaration
+A=8*8         //Area of section in sq.mm
+P=7000        //Axial pull in N
+Ldo=8         //Original Lateral dimension in mm
+Ldc=7.9985    //Changed Lateral dimension in mm
+C=0.8e5       //modulus of rigidity in N/sq.mm
+
+//Calculation
+lat_strain=(Ldo-Ldc)/Ldo                                        //Lateral strain
+sigma=P/A                                                       //Axial stress in N/sq.mm
+mu=(1/((sigma/lat_strain)/(2*C)-1))                      //Poisson's ratio
+
+E=((sigma/lat_strain)/((sigma/lat_strain)/(2*C)-1))     //Modulus of elasticity in N/sq.mm
+
+
+//Result
+printf("\n Modulus of elasticity = %.4e N/mm^2",E)
+
diff --git a/3863/CH2/EX2.2/Ex2_2.sce b/3863/CH2/EX2.2/Ex2_2.sce
new file mode 100644
index 000000000..41d9815d7
--- /dev/null
+++ b/3863/CH2/EX2.2/Ex2_2.sce
@@ -0,0 +1,20 @@
+clear
+//Given
+//Variable declaration
+L=30                //Length in cm
+b=4                 //Breadth in cm
+d=4                 //Depth in cm
+P=400*(10**3)       //Axial compressive load in N
+delL=0.075          //Decrease in length in cm
+delb=0.003          //Increase in breadth in cm
+
+//Calculation
+A=(b*d)*1e2                      //Area of cross-section in sq.mm
+long_strain=delL/L               //Longitudinal strain
+lat_strain=delb/b                //Lateral strain
+mu=lat_strain/long_strain        //Poisson's ratio
+E=int((P)/(A*long_strain))       //Youngs modulus
+
+//Result
+printf("\n Youngs modulus = %.e N/mm^2",E)
+
diff --git a/3863/CH2/EX2.3/Ex2_3.sce b/3863/CH2/EX2.3/Ex2_3.sce
new file mode 100644
index 000000000..0a842e901
--- /dev/null
+++ b/3863/CH2/EX2.3/Ex2_3.sce
@@ -0,0 +1,17 @@
+clear
+//Given
+//Variable declaration
+L=4000        //Length of the bar in mm
+b=30          //Breadth of the bar in mm
+t=20          //Thickness of the bar in mm
+mu=0.3        //Poisson's ratio
+delL=1.0      //delL from problem 2.1
+
+//Calculation
+ev=(delL/L)*(1-2*mu)         //Volumetric strain
+V=L*b*t                      //Original volume in mm^3
+delV=ev*V                    //Change in volume in mm^3
+F=int(V+delV)                //Final volume in mm^3
+
+//Result
+printf("\n Final volume = %0.3f  mm^3",F)
diff --git a/3863/CH2/EX2.4/Ex2_4.sce b/3863/CH2/EX2.4/Ex2_4.sce
new file mode 100644
index 000000000..e63751f21
--- /dev/null
+++ b/3863/CH2/EX2.4/Ex2_4.sce
@@ -0,0 +1,20 @@
+clear
+//
+//Given
+//Variable declaration
+L=300              //Length in mm
+b=50               //Width in mm
+t=40               //Thickness in mm
+P=300*10**3        //Pull in N
+E=2*10**5          //Youngs modulus in N/sq.mm
+mu=0.25            //Poisson's ratio
+
+//Calculation
+V=L*b*t                           //Original volume in mm^3
+Area=b*t                          //Area in sq.mm
+stress=P/Area                     //Stress in N/sq.mm
+ev=(stress/E)*(1-2*mu)            //Volumetric strain
+delV=int(ev*V)                    //Change in volume in mm^3
+
+//Result
+printf("\n Change in volume = %0.3f  mm^3",delV)
diff --git a/3863/CH2/EX2.7/Ex2_7.sce b/3863/CH2/EX2.7/Ex2_7.sce
new file mode 100644
index 000000000..c3ad4cb5c
--- /dev/null
+++ b/3863/CH2/EX2.7/Ex2_7.sce
@@ -0,0 +1,27 @@
+clear
+//
+
+//Given
+//Variable declaration
+L=5*10**3                //Length in mm
+d=30                     //Diameter in mm
+P=50*10**3               //Tensile load in N
+E=2e5                    //Youngs modulus in N/sq.mm
+mu=0.25                  //Poisson's ratio
+
+//Calculation
+V=int(((%pi*d**2*L)/4))        //Volume in mm^3
+
+e=P*4/(%pi*(d**2)*E)                   //Strain of length
+delL=(e*L)                          //Change in length in mm
+
+lat_strain=(mu*(e))          //Lateral strain
+
+deld=lat_strain*d                          //Change in diameter in mm
+delV=(V*(0.0003536-(2*lat_strain))) //Change in volume in mm^3
+
+
+//Result
+printf("\n Change in length = %0.3f  mm",delL)
+printf("\n Change in diameter = %0.3f  mm",deld)
+printf("\n Change in volume = %0.3f  mm^3",delV)