The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =110 lb/ft, and F 205 lb. a.) If M = 2,590 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 ру W BY NC SA M B• k a 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 a 3.2 ft b 6.4 ft с 3 ft a.) The reaction at B is B = -152 = 0 ✓ it i+ ✓ lb. ✓ it 2+ × 1 lb. The reaction at C is C = 0 1391 b.) The largest couple that can be applied is M = 2590 ☑ ft-lb.

The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =110 lb/ft, and F 205 lb. a.) If M = 2,590 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 ру W BY NC SA M B• k a 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 a 3.2 ft b 6.4 ft с 3 ft a.) The reaction at B is B = -152 = 0 ✓ it i+ ✓ lb. ✓ it 2+ × 1 lb. The reaction at C is C = 0 1391 b.) The largest couple that can be applied is M = 2590 ☑ ft-lb.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.125P: The figure shows a three-pin arch. Determine the horizontal component of the pin reaction at A...

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The beam is supported by a pin at B and a roller at C and is subjected to the loading shown with w =110 lb/ft, and F 205 lb. a.) If M = 2,590 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 ру W B⚫ C 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 3.2 ft b 6.4 ft C 3 ft a.) The reaction at B is B = The reaction at C is C = 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 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.
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