Need help with the code. Needs to be able to run on matlab.

 

Consider a plane truss in figure 1.31. The horizontal and vertical members have length 1, while inclined members have length 21. Assume Young's modulus E = 100 GPa, cross-sectional area A = 1.0 cm, and 1=0.3 m. ai loog 1. Use an FE program to determine the deflections and element forces for the following three load cases. Present you results in the form of a table. gmyisy sa ori grinert Load Case A) Fx13=Fx14=10,000 N sidswolls ad meri azal sd blooda odmor Dome Load Case B) Fy13 = Fy14 = 10,000 Noleg bloods along tanolibo2-2013 Load Case C) Fx13 = 10,000 N and Fx14--10,000 N ngib momigo bart siden