Determine the shear force V in the beam at the point located 4.15 m to the left of point C. The ground reactions and shear-force diagram are shown. 65.60 KN Units: KN 40.0 KN 3 m B 65.60 65.60 25,60 -23.7 KN -29.4 KN -19.0 KN -27.0 KN -21.0 KN 7.0 kN/m 12 m @x=6.66 m 58.40 kN -58.40

Calculate max. shear force in beam and draw shear force diagram 1.5kN/m i ↓ ↓ ↓ ↓ l l l l l l A B 10.5m + ·1.5m- 3kN с

5. Determine the value of the distributed load w and the concentrated loads x, y and z in the load diagram. [x=5.75kN, y=15kN, w= 5kN/m, z=34.25kN] 80 kN-m 5.75 X V (kN) 50N A 5m V (N) M (Nm) B 5 -9.25 6. Determine the value of A, B in the shear force diagram and C in the bending moment diagram. [A =50N; B = -50N; C = 125Nm] 10N/m 10m -5m- C W Z -.x(m) -34.25 50N -x (m) B -x (m)

Q8\ sketch the axial load, shear force and bending moment diagrams. 12 kN 16 kN/m 12 kN 16 kN B 6 kN/m HD VA 5.0 m 3.0 m VD 8.0 m 4.0 m

Shear and bending moment diagram for the following beam

]: A horizontal beam with a length of 4.5 m is subjected to the shown loading. The forces are vertical and the couple moment is applied at point D. The figure is not to scale. 3 kN/ m 1 kN/ m 3 kNm A В C D E 1 т 1.5 m 0.5m 1.5m 0.6 KN 1.35KN (a) Motivate with substantiating explanations and clear and applicable calculations why the beam is in equilibrium. (b) Draw the shear force and bending moment diagrams for the beam. Calculate all local maxima and minima, zeros and points where the diagrams change shape, and show these values and points on the diagrams.

A) Determine the moment in the beam as a function of x for 4ft<x<10ft B) Determine the shear in the beam as a function of x for 10ft<x<14ft C) Determine the moment in the beam as a function of x for 10ft<x<14ft

AT OVERHANG( NEED NEAT HANDWRITTEN SOLUTION ONLY OTHERWISE DOWNVOTE).

Q3. Draw the shear and bending for the following: 75 kN 80 kN-m A 90 KN 100 kN-m 6 m- kot201 4 75 KN 20 k A 10 ft B 0.5 k/ft 25 ft

Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams, answer the questions. W = w₁+kx² 4.4 kN/m 2.9 kN/m w A 4.6 m Questions: B At x = 1.5 m, V = i KN, M = i kN·m At x = 3.9 m, V = i KN, M = i kN·m at x The absolute value of the maximum shear force Vmax i kN. i = is The absolute value of the maximum bending moment is Mmax i at x kN.m, i