The cantilever beam support two loads as shown. Determine the reactions at A. 18 kN 16 kN |2. 2.4 m 2.4 m

Determine the magnitudes of the reactions at A and B for the beam loaded as shown.

The 400-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. 0 1.3 m Answers: 2.27 A 1.8 kN Oy = i 1.115 Mo= i 14.9 2.0 m 38 kN.m B kN kN 2.0 m kN-m 38 C 3.7 kN 11x

For the beam shown w = 10 lb/ft, and M = 310 ft-lb. Determine the reactions at A and B. Enter the reaction at B below in lb to the nearest lb. Enter a positive number if the reaction is up and a negative number if the reaction is down. A W 20 ft B 10 ft M C

The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =120 lb/ft, and F = 335 lb. a.) If M 3,580 ft-lb, determine the support reactions at B and C. Report your answers in both Cartesian components. b.) Determine the largest magnitude of the applied couple M for which the beam is still properly supported in equilibrium with the pin and roller as shown. 2013 Michael Swanbom CC → BY NC SA M ka лу W B• b с F Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value α 2.4 ft b 6 ft с 2.6 ft a.) The reaction at B is B The reaction at C is C = = II ĵ lb. i+ ĵ lb. b.) The largest couple that can be applied is M = ft-lb. i+

The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =120 lb/ft, and F = 335 lb. a.) If M 3,580 ft-lb, determine the support reactions at B and C. Report your answers in both Cartesian components. b.) Determine the largest magnitude of the applied couple M for which the beam is still properly supported in equilibrium with the pin and roller as shown. 2013 Michael Swanbom BY NC SA M ру W F ka* b Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 2.4 ft b 6 ft с 2.6 ft a.) The reaction at B is B = 0 ☑ it i+ 892 ✓ × lb. The reaction at C is C: = 8.6 ☑i+ 162.79 ✓ lb. b.) The largest couple that can be applied is M = 422 x ft-lb.

A 5-m-long simply supported timber beam carries two concentrated loads as shown. If L = 6 kN and M = 60 kN, determine the magnitude of the vertical force acting at support D. M 0.5 m B 2 m 2 m m 47.4 kN 50.4 kN O 40.5 kN O 69.7 kN O 64.6 kN

1.500 N/m 0750m 1.500m 275 AN 2.25 1.500m Refer to the diagram. ACD is a rigid member. Determine the magnitude of the reaction at the pint C, = kN. Determine the magnitude of the x-component of the reaction at A, Ax = N. Determine the magnitude of the y-component of the reaction at A. Ay = kN. Determine the magnitude of the resultant of the reaction at A, FA= kN.

The 460-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. 0 1.2 m Answers: Ox Oy = i Mo= i i A 6.1 KN 1.6 m 19 kN.m B kN kN 1.6 m kN-m 20 C 2.7 KN -1x

Determine the reactions at the beam supports for the given loading if F= 200 Ib/ft. (Round the final answer to the nearest whole number.) F1 Parabolas 100 lbvt B 12ft 6ft The reaction at the beam support Ais The moment at the beam support Ais Ib. 1 Ib-ft.