E_MCH_211_Final_Rev - Note The slope is 8kips at A going...

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Penn State Harrisburg School of Science, Engineering and Technology E MCH 211 Dynamics – Final Review Session Final Review – Spring 2010 Instructor: Dr. Ma’moun Abu-Ayyad Gary Gray Textbook Problems: 1. Problem 7.100 (page 453). 2. Problem 8.80 (page 493). 3. Problem 9.44 (page 385). 4. Problem 10.47 (page 393). Problem 5 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value of the shear and bending moment.
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Draw the shear and bending moment diagram for the loading system shown. Solution: Shear force and moment diagrams
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Unformatted text preview: Note The slope is 8kips at A going down to B on the moment diagram. The slope is 15 kips at B going up to C on the moment diagram. The slope at 5 kips at C going up to D on the moment diagram. The slope is 7 kips at D going down to E on the moment diagram. The shear crosses the x axis at B and D, note that the maximum and minimum occurs at those points. Draw the shear and bending moment diagram the loading system shown. Draw the shear and bending moment diagram the loading system shown. Solution:...
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This note was uploaded on 09/15/2010 for the course EMCH 211 taught by Professor Ventsel during the Spring '06 term at Pennsylvania State University, University Park.

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E_MCH_211_Final_Rev - Note The slope is 8kips at A going...

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