Draw the shear and bending moment diagrams for the cantilevered beam below (figure not to scale). Identify the location and magnitude of max shear and bending stresses. 20 in 10 in 10 in 70 in 80 lbs 20 lbs 32.5 lbs

static

400 lb 400 lb TI 1.5 in. 200-lb/ft 6 in. B, HH S in./3 in. 1 in. 3 ft 6 ft 3 ft a. Draw the shear and moment diagram of the beam and label the maximum and minimum values of V and M on the graphs. b. Find the maximum bending stress in the beam due to the bending at points A and B.

Ductility (%EL) 70 60 50 40 30 20 10 Brass 1040 Steel 10 Copper 20 30 40 50 Percent cold work 60 70 Percent cold work = 0 Ductility = 0

For the figure below, draw free-body diagrams for both the vertical and horizontal portions of the structure supporting the pulley and determine all reaction forces and moments. Then determine the shear and bending moment diagrams for both portions of the structure. Assume the mass of the structure and pulley are negligible. 48 in. 12 in. Cable 100 lb 12 in. pulley rad. 27 in. Cable 100 lb

QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.

Needs Complete typed solution with 100 % accuracy.

For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points within the diagrams.

Draw shear moment diagrams. Label max shear and moment