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(a) Write the equations for shear and moment on a vertical section between supports B and C for the beam. (b) Using the equation for shear in part (a), determine the point where the shear is zero (the point of maximum moment). (c) Plot the variation of the shear and moment between B and C. A BE tot 16 kips 24' 18'- W w = 3 kips/ft C 20 kips

(a) Write the equations for shear and moment on a vertical section between supports B and C for the beam. (b) Using the equation for shear in part (a), determine the point where the shear is zero (the point of maximum moment). (c) Plot the variation of the shear and moment between B and C. A BE tot 16 kips 24' 18'- W w = 3 kips/ft C 20 kips

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5. of 10 -10'- 31 words HREES (a) Write the equations for shear and moment on a vertical section between supports B and C for the beam. (b) Using the equation for shear in part (a), determine the point where the shear is zero (the point of maximum moment). (c) Plot the variation of the shear and moment between B and C. BE 10² 6′ 16 kips X 24' R= 24 kips 10'- +4'4 18'- w = 2 kips/ft W Example 5.6 Draw the shear and moment curves for the simply supported beam. w = 3 kips/ft P= 13.5 kips C 20 kips 5-681
Transcribed Image Text:5. of 10 -10'- 31 words HREES (a) Write the equations for shear and moment on a vertical section between supports B and C for the beam. (b) Using the equation for shear in part (a), determine the point where the shear is zero (the point of maximum moment). (c) Plot the variation of the shear and moment between B and C. BE 10² 6′ 16 kips X 24' R= 24 kips 10'- +4'4 18'- w = 2 kips/ft W Example 5.6 Draw the shear and moment curves for the simply supported beam. w = 3 kips/ft P= 13.5 kips C 20 kips 5-681
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