R1: O 0.5 m RIV ly 1m B 1.5 kN 30° 2 kN/m, 1.5 m x R2y R₂=

The beam is subjected to a point load and a distribution load as shown in Figure 3-1 below. (a) Find the reaction from supports B and E.(b) Draw a beam's Shear Force Diagram.(c) Draw the moment diagram of the beam.(d) If the cross-sectional area is shown in Figure 3-2, how many mm is the neural axis NA from the bottom? (e) Find the second moment of area, INA from the neural axis.(f) Find the maximum shear stress mmax from the beam.(g) Find the maximum tensile flexural stress mmax, T and maximum compressive flexural stress mmax, C on the beam, respectively.

For the loaded beam shown in Figure below : 2.1.Determine the reaction forces at the points of support of the beam in Figure Q2 above by applying the principle of equilibrium of moments and start your solution by drawing free body diagram of the beam. 2.2. Develop the equations for shear force and bending moment for the spans AB, BC and CD of the loaded beam shown above and for each equation developed, determine the values of shear forces and bending moment at the points A, B, C and D 2.3. Draw the shear force and bending moment diagrams for the loaded beam shown above.

Beam shown below, (a) calculate the reactions at A and B, and (b) calculated the shear long the beam. L

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Problem For the beam shown in Figure   A. Find the reaction at support B (RB)  B. Find the reaction at support D (RD)

Figure 1 shows a cantilever beam ABC that is fixed at point A. It is subjected to a uniformly distributed load of 30 kN/m along section AB, a vertical point load of 50 kN and 40 kN at points B and C, respectively, and a clockwise moment of 200 kN. m at point C. The cross-section of the beam is shown in Figure 2. a) Determine the reactions at the support. b) Develop the shear force and bending moment equations for Section AB only. c) Sketch the shear force and bending moment diagrams and indicate all values at the transition points. Develop the slope and deflection functions using Macaulay's method. d) Calculate the maximum bending stresses (both tensile and compressive). f) e) Sketch the bending stress profile. Calculate the maximum transverse shear stress. g) At the location of maximum shear force, calculate the transverse shear stress values h) at the top (point D) and bottom (point E) of the hollow circle. i) Sketch the transverse shear stress profile and indicate all values at the…

you are asked to: a. Derive the equations for V and M for each segment.  b. Draw the shear and moment diagram. c. Vmax e. Mmax and location

4. The box beam is made of an elastic-perfectly plastic material for which the yield 250 MPa. Draw the residual stress distribution in the beam after the elastic-plastic moment, Mep = 548.5 kNm, is applied and then released. It can be shown that under the applied moment, the flanges (260 mm × 30 mm) yield, while the webs (2 x 200mm x 30mm) show linear elastic behavior. The moment of inertia and plastic section modulus of the section are given below: I = 247.48 x 106 mm4; Z, = 2394000 mm³ stress oy = y 30 mm 30 mm 200 mm 200 mm 30 mm 30 mm

Please Please answer this question with every single step you used even the simple steps I get really stuck and find it hard to understand (also preferably on paper but it should be really clear to understand) Thanks!