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**Unformatted text preview: **Fall 2006 MidTerm#2 1e: 2:3 1 WM T‘Ih‘mis“ SCIW=_._ t Last,. First :: - ' ,f 2.
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First T/Th/F ‘Dis at __(am/pm) SCID#: (last 5 digits) Last, 2)(3 3pt) The two member frame is pin connected at C, D & E (Statically—indetennin’ate). A cable is attached to A, passes over a smooth peg at B, and is attached to a 1001b load. a) Draw a free-body diagram for the ENTIRE structure. Write the equilibrium
equations and solve for as many unknowns as you can. b) For each member ACE and BCD and draw a free-body diagram for each. c) Use equilibrium equations of each member to solve for ALL 3 pins’ reactions. (Hint: Remember that the tension in the rope is constant.) 'tE ’
(Ewe QWva {if ., 9M WSJ'V“ E HT” 1‘ i x .F _ ’ 31'": ‘uﬂ Fall 2006 CE205 MidTerm#2 Name: E, It}: We T/Th/F Dis at __(amlpm) SCID#: (last 5 digits) Last, First 3)(33pt) For the beam loaded as shown, 3) Find the force reactions at A and B (Hint: replace triangular force by 2 siggle loads)
1)) Find the intemal force andmoment reaction at the midpoint C. ...

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- Summer '06
- Trifunac
- Force, SalI, Pin, free-body diagram, force andmoment reaction