Determine the internal normal force, internal shear force, and internal moment at point C. The external loading applied to the beam is the beam's weight of w per unit length. Hint: Assume the beam's weight is applied as a constant distributed load. A

If the beam is subjected to a shear force of V = 40 kN, a. Compute the shear stress at the web and flange interface b. Compute the shear stress 10 mm below the uppermost part of the cross section of the beam 200 mm 30 mm 280 mm 25 mm

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Determine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load.

Using the area method, draw the shear force and bending moment diagrams for the beam. Don't think about the beam's weight.

3. For the loaded beam shown below, determine the shear and moment equations and draw the shear and moment diagrams. R₁ = R₂ = 300 lb. Diagrams only without solutions will not be checked. All equations must be supported with the necessary FBDs of sections considered. M = 1200 lb-ft 2 ft- R₁ 100 lb/ft B 4 ft- E 1ft iftR₂

for final answer please round off to 2 decimal places for thumbs up!

A simply supported beam of span 3.0 m has a cross-section 120 mm x 180mm. If the permissible stress in the material of the beam is 10N / mm ^ 2 determine (i)maximum udl it can carry (ii) maximum concentrated load at a point I m from support it can carry. Neglect moment due to self weight.?

3. If the beam is subjected to a shear force of V = 40 kN, a. Compute the shear stress at the web and flange interface b. Compute the shear stress 10 mm below the uppermost part of the cross section of the beam 200 mm T- 30 mm 280 mm |25 mm

Determine the values of shear and moment at points where changes in loads occur using shear and moment diagram. Compute the moment of inertia of the beam cross-section about the neutral axis. Compute the maximum shear, tensile, and compressive flexural stresses. Write the moment equation of the beam. Draw the elastic curve. Concentrated Load = 350N, Triangular Load = 1700N/m Dimensions: Length = 1.0(2) = 2.0mm, Thickness = 40mm, Height = 200mm, Height - Thickness = 160mm