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Chapter 01 Homework 12 6 Help Save & Exh Submit You received no credit for this question in the previous attempt. Check my wo

Help Save & Exit Submit Chapter 01 Homework 1-2 You received no credit for this question in the previous attempt. Check my wo
This is my 3rd time posting the questions. Please give me the right answer, I am trying to figure out how to solve the questions.
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Answer #1

Common calculation for both (5) and (6):

The length of the link AB is: L = V200² +452 = 205 mm Draw the free body diagram of link BCD: BD is 15 mm thick and is connec

Consider moment about C. Mc=0 (2015 (100cos 2009 ( 1 (100 in 2009 LO 1-(2.4 cos 75°)(175sin 20°)–(2.4 sin 75°)(175cos 20°)] 8

Consider force equilibrium in vertical direction: EF, = 0 C, -200 F4B - 2.4 sin 75º = 0 ) - 2.4 sin 75º = 0 C, = 7.168 kN The

(5) The shear stress in bolt is: T Anelt 7.18339x103 =112.916 N/mm² t=112.916 MPa

The bearing stress at C is: 7.18339x103 9x15 = 53.21 N/mm2 100 = 53.21 MPa

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