Class Notes (837,128)
United States (324,887)
CE 313 (20)
Morrison (20)
Lecture 13

CE 313 Lecture 13: Class Lecture Notes Premium

4 Pages
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Department
Civil Engineering
Course
CE 313
Professor
Morrison
Semester
Spring

Description
Lectur 12- 1.7s b in x 24 to max. 17 s in in Note. Make sure you Gecmetny of peforma bone tane a losolute. value. of may TIL T2 L2 lb- i n x 2, o in 2/ 4 in 21.22. Io psi O. o01 311 rad Problem HS-10 Lectur 12- 1.7s b in x 24 to max. 17 s in in Note. Make sure you Gecmetny of peforma bone tane a losolute. value. of may TIL T2 L2 lb- i n x 2, o in 2/ 4 in 21.22. Io psi O. o01 311 rad Problem HS-10FBD T3 9a Mフ0270-73-o - T3-TD T3-1 D IP ī Ta 一乡2 M204 Tp> 6oonJyn,-1,-0 z T,-=-ID-book N·m- 600 ーー[TD-600-103/w m)거comm 80.103ーーーーー 两まmme イp. HCC) mm ーーーーーーーーーーーーーーーー 103 w ..꼭2.(30mvn)" _ T7.C,2876 . 10Y Ndwnw N-mm dc-0Pr7 0 cf 申A. tQ1 % 4-Ps+4z (To一600 . 103 N mm) x 1.9 3 9H4. 102 MLn 144462 Lnthー1 レn tp:1.ua2o3'to.a. To :34 2BS구시 mm-343 Nyn T My 21-1:20.5 MPa max4 Thea-1=27.3 MPa. ,- .Tmex3 1 mav 3- =64-7MPa 1117777777T7T779777772 T T T TULIPTTTTT-LIT FBD T3 9a M フ 0270-73 - o - T3 - TD T3-1 D IP ī Ta 一 乡 2 M204 Tp > 6oonJyn , -1 , -0 z T , - = - ID - book N · m- 600 ーー [ TD - 600-103 / w m ) 거 comm 80.103 ーーーーー 两ま mme イ p . HCC ) mm ー ー ー ー ー ー ー ー ー ー ー ー ー ー ー ー 103 w .. 꼭 2. ( 30mvn ) " _ T7.C , 2876 . 10Y Ndwnw N - mm dc - 0Pr7 0 cf 申 A. tQ1 % 4 - Ps + 4z ( To 一 600 . 103 N mm ) x 1.9 3 9H4 . 102 MLn 144462 Lnth ー 1 レ n tp : 1.ua2o3'to.a . To : 34 2BS 구시 mm - 343 Nyn T My 21-1 : 20.5 MPa max4 Thea - 1 = 27.3 MPa . , - .Tmex3 1 mav 3- = 64-7MPa 1117777777T7T779777772 T T T TULIPTTTTT - LITA composi G shaft is made connecting together a join 13 two tublar segments of ouer diameter da Ts mm. and inner diameter di 50mm. Aluminum alloy segment AB has a shear modulus G17?? Era and L o.8m and titanium segmen AB has Snear. modulus G z 13 Gra and le L271m Ends A and Care xed against notation, and men un external torque slo N m T3 applied ho tner shaft at joint 13 a) Pe
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