quiz1_2_sol

Quiz1_2_sol - Quiz 1 CE3400—002 Strengths Spring 2009 Closed Book Closed Notes ‘ Tues Feb 3rd 2009 10:15 AIM—10:30 AM Name{1‘ ‘ S t 1 In

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Unformatted text preview: Quiz 1 CE3400—002, Strengths, Spring 2009 Closed Book, Closed Notes ‘ Tues, Feb. 3rd 2009, 10:15 AIM—10:30 AM Name: {1‘ ‘ S? t. 1) In the structure shown, an 8~mm—diameter pin is used at B, 08513. Knowing that the ultimate shear stress is 250 MP5; in each of the links joining B and D, determine (a) The largest allowable load P if an overall factor of safety of 3.0 (wrt shear stress at B, 085D) is desired (‘0) The corresponding deflection of point A * “We ‘ d a!“ W <~ 6 mm K S a W ‘3 My? Front View AC ' = ' , W‘ 4—.— 160 mm 13—“ 120 mm Side View F We (cl/W \ A refer—«M _ w . .r r n. [umcmwnemaae um, LEM Top View I. V L L, I} a; {A [31- ,. m g 7% a fsemflfiyflmr flyéfixt‘? £126wa 5"" . WW fit??? (:9) a; fliésééefiw o . “i ngzsw) 6* ...
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This note was uploaded on 02/23/2012 for the course CE 3400 taught by Professor Moorthy during the Spring '09 term at LSU.

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Quiz1_2_sol - Quiz 1 CE3400—002 Strengths Spring 2009 Closed Book Closed Notes ‘ Tues Feb 3rd 2009 10:15 AIM—10:30 AM Name{1‘ ‘ S t 1 In

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