Find the shear force and bending moment at point C. 4 kip/ft Answer: Vc = 4.8 kip (down) Mc = 19.2 kip ft (clockwise) 6 ft- |C 4 ft B
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- At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure. Determine the bending moment at the midpoint of the bow.Find expressions for shear force V and moment M at x = L/2 of beam BC. Express V and M in term s of peak load intensity q0and be a m length variable L.Q-3 Write the shear and moment equation and sketch them 30kN 20 NIM 5m 4m
- Solve for shear and bending moment at 10 meters from A (consider left and right side)Q/ For the beams and loading shown below. A-Draw the shear force and bending-moment diagrams. B- Determine the equations of the shear force and bending-moment curves for the segments CD in Figure 2 C- Compute the bending stress at point (a) on section C. D- Determine the values and locations of the maximum tensile and compression bending stresses. Figure (2) R Point a Radius of hole: 40kN 0.5m 30 20KN/m 0.7m A B D |B 1m Im 3m Radius = R= 100 mm3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
- 1. Moment diagram 2.Find the bending stress at point B (use Iz = 57 in4, the neutral axis is located 3.1 in up from the bottom surface) 3. bending and shear stress at point C1: Calculate the shear force V and bending moment M at a cross section just to the right of middle point. 1 90 = P= 80 lb | 40 in.- 10 lb/in. -1/2- 40 in. -50 kN/m 20 kN/m Q-1 For the beam loaded as shown in the figure, draw the shear force and bending A D. diagrams using B. 2 m moment method of equations. Locate every important point. 2 m 2m Ro | RA