VTB8_1 Enter x and y location of node. (ie. [x y]) [0 0] Enter x and y location of node (ie. [x y]) or 0 to end. [1/3 0] Enter x and y location of node (ie. [x y]) or 0 to end. [2/3 0] Enter x and y location of node (ie. [x y]) or 0 to end. [1 0] Enter x and y location of node (ie. [x y]) or 0 to end. 0Do you have a pointing device such as a mouse or trackball?(y/n)(Arrow keys may be sufficient)nPick nodes to connect with elements.(Enter node numbers one at a time) Enter node number 1: 1 Enter node number 2: 2 Enter the modulus of elasticity of the member. 7e10 Enter the shear modulus of the member. 0 Enter the moment of area of the member. 123456789 Enter the cross sectional area of the member. 123456789 Enter the density per unit length of the member. 2700*123456789 Enter another element (y/n)? y Enter node number 1: 2 Enter node number 2: 3 Same properties as previous element? (y/n) y Enter another element (y/n)? y Enter node number 1: 3 Enter node number 2: 4 Same properties as previous element? (y/n) y Enter another element (y/n)? n Add concentrated masses and inertias (y/n)? n Add boundary conditions? (y/n)  n Pick node to zero Enter node number:  1  Zero which displacement(s)?(x,y,t(heta),n(one)) (ie xt for x and theta)xyt   Zero another displacement? (y/n)  y Pick node to zero Enter node number:  2  Zero which displacement(s)?(x,y,t(heta),n(one)) (ie xt for x and theta)yt   Zero another displacement? (y/n)  y Pick node to zero Enter node number:  3  Zero which displacement(s)?(x,y,t(heta),n(one)) (ie xt for x and theta)yt   Zero another displacement? (y/n)  y Pick node to zero Enter node number:  4  Zero which displacement(s)?(x,y,t(heta),n(one)) (ie xt for x and theta)yt   Zero another displacement? (y/n) n Add loads (y/n)? n Save configuration file (Else all will have been in vain)? (y/n)  Enter name of configuration file.  Run analysis? (y/n)   Loading configuration data from file. Constructing Global Mass and Stiffness Matrices  No Shear Stiffness in Element 1. No Shear Stiffness in Element 2. No Shear Stiffness in Element 3. Applying Boundary Conditions.  Do you want to do a static or dynamic analysis? (s/d) d Save Results? (y/n) y Save Equations? (y/n) y Show results graphically? (y/n) yPresent mode number is: 1 of 3Present natural frequency is: 1288 HzPresent scale factor is: 1Select settings.     a) Select Mode Number     b) Scale Deformation     c) Plot Deformation     d) Exit Enter Choice: d