Determine the maximum positive moment in the beam shown using MDM. 10kN/m 6m (21) 6m (21) 5m (1)

Activity 2. The tripod shown supports a load P = 1500 N. Compute the force in each leg of the tripod. 1500 N B 6m Am 3m 1.5m 2m z-

3. Compute the reacting forces RA and Rg at the ends of the beam shown. These reacting forces are neccessary to maintain equilibrium. pª 3m 130N Fa 112 5m

I. For the frame shown (AN 15), the force F acting upward at C causes a horizontal reaction of 100 kN at C. Which of the following most nearly gives 1) The value of the force F in kN, 2) gives the reaction at A in kN, 3) the angle in degrees that the reaction at A makes with the horizontal axis (positive counterclockwise). 5 m Figure AN-15

Find the location and the intensity of the maximum negative moment from the left end of the beam shown.

Figure Part A 1.5 m 2 m 2m 0.5 m D 1m 2.5 m 4 m O 1 of 1 > Determine the magnitude of the moment of the force F = {50i, 21 j – 80k} N about the base line AB of the tripod. (Figure 1) P Pearson

Calculatea) the reactions of each beamb) the shear and moment diagrams of both beams

portal method determine the magnitude of the moment reaction at d

ASAP

The 21m long beam is subjected to the forces and moments shown in the attached image. Find the internal normal force (N), internal shear (V) and internal moment (M) at points A and B.