Side viewFor the following cantilever beam has a length b = 6mand is made of a circular cross sectional with a radiusR = 1m. If the beam is subjected to the following 3%Dloads:1- Compression normal force F = 100KN. (seeperspective view)2- A load P = 200KN at the end of the lever with a%3Dlength a = 3m. (see perspective view)3- A triangular distributed load that starts at zeroand goes up to 9KN/m. (see side view)If the beam is made of material that has modules ofelasticity E = 200GPA, shear modulus G = 77GPA,Poisson ration 0.3 = v, and a yielding stress of600MPA. BbC.aN.A.R.D.F'PPerspective view9 kN/mSide view%3DFor the following cantilever beam has a length b = 6mand is made of a circular cross sectional with a radiusR = 1m. If the beam is subjected to the following 3%Dloads:1- Compression normal force F = 100KN. (seeperspective view)2- A load P = 200KN at the end of the lever with alength a = 3m. (see perspective view)3- A triangular distributed load that starts at zeroand goes up to 9KN/m. (see side view)

Given: Compression normal force F= 100 KN Load(P)= 200KN Length of level (a)= 3 m Torque, T=P×a…

For the following cantilever beam has a length b = 6m and is made of a circular cross sectional with a radius R = 1m. If the beam is subjected to the following 3 loads: 1- Compression normal force F = 100KN. (see perspective view) 2- A load P = 200KN at the end of the lever with a length a = 3m. (see perspective view) 3- A triangular distributed load that starts at zero and goes up to 9KN/m. (see side view) If the beam is made of material that has modules of elasticity E = 200GPA, shear modulus G = 77GPA, Poisson ration 0.3 = 0, and a yielding stress of 600MPа.

For the following cantilever beam has a length b = 6m and is made of a circular cross sectional with a radius R = 1m. If the beam is subjected to the following 3 loads: 1- Compression normal force F = 100KN. (see perspective view) 2- A load P = 200KN at the end of the lever with a length a = 3m. (see perspective view) 3- A triangular distributed load that starts at zero and goes up to 9KN/m. (see side view) If the beam is made of material that has modules of elasticity E = 200GPA, shear modulus G = 77GPA, Poisson ration 0.3 = 0, and a yielding stress of 600MPа.