XA Take L=3m, P= 40 kN, w =15 kN/m, L= 6 m, E = 200 GPa. Yield stress = 245 MPa a) Calculate the reactions at the suppor

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Xa Take L 3m P 40 Kn W 15 Kn M L 6 M E 200 Gpa Yield Stress 245 Mpa A Calculate The Reactions At The Suppor 1 (39.5 KiB) Viewed 43 times

XA Take L=3m, P= 40 kN, w =15 kN/m, L= 6 m, E = 200 GPa. Yield stress = 245 MPa a) Calculate the reactions at the support 187 b) Calculate and sketch the Internal Forces (N,V,M) along the beam c) Calculate and sketch the maximal normal stresses at the support. d) Calculate the maximum beam deflection using: i. The double integration method (25 points) ii. The method of superposition (20 points) e) Is the beam deflection within serviceability limit (5<L/150) P = 40 KN WKN/m YA L=3m