4.3-2 Determine the shear force V and bending moment M just right of the 6 kN load on the simple beam AB shown in the figure. 6.0 kN 2.0 kN/m В A 0.5 m +1.0 m1.0 m→* 2.0 m 4.0 m-

For the beam and load shown, (a) Find the moment (b) Find the shear and bending moment diagrams, (C) Draw shear and bending moment

The second integration of bending moment equation will give slope of the beam. Select one: O True OFalse

Find the reaction forces

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For the beam shown in the figure, Calculate the support reaction forces and find the internal forces and moments at a point located 2 m from the right support and then draw the shear and moment diagram for this beam.

The cross-sectional dimensions of a beam are shown in the figure. Assume a = 45 mm, b = 75 mm, t = 4 mm and d =55 mm. (a) If the bending stress at point Kis 54 MPa (C), determine the internal bending moment M₂ acting about the z centroidal axis of the beam. (b) Determine the bending stress at point H. The bending stress is positive if in tension and negative if in compression. IT H Answers: (a) M₂= (b) og = i 945.9 144.881 d N-m MPa

Determine the transverse force and moment diagram for the beam above that is loaded as shown in the figure. Location and value for maximum moment in field between supports must be calculated exactly.