Exam_2_solns

# Exam_2_solns - EM319 Exam 2 Name K2 EID 4 For 03 = 18 ksi...

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Unformatted text preview: EM319 Exam 2 Name: K2 % EID: 4. For 03]. = 18 ksi, calculate -Lhe minimum width b of the steel beam carrying the loads shown in Fig. P180. 400m 8001b 1100 lb am A '3 9+5 Section: 1 3360 Q Ff‘S :9 a; JQOU F600 1 1 Ibb—lngin Md 700 I‘m --3I:- 3r: 4* 3r:-----I— 3f1 T Tgim 4, J J, 3 5 3» Q=Pr3t>0££m(‘ m- ?R... \$95 " % [U 73% 0”” v,=c:m :5; v=2c>o M.’ t ‘1‘ CI MJO‘)‘: o at"? 1 800K 'sﬁxéé v”: c=4oo N;- Sqaoal»; r ‘MOx + CL MUM/“J33 = 2450 2 400x + r900 EbéX'é—ﬁ v3:0f=~‘_1‘/0() N = §—#ooo% ~44!ch ﬂ c3 M3(H=Ma(é3 '5 3600 =-‘> Csrécoo " ‘ 400x 4 (90:90 é 5 I9 - t ? 5‘5 V4" C‘. _‘3C)CD C “(lay-:0 ’5‘? 0+: Mif : g..§oo,gx ;. 4300:: + 4 7 -: J {\$00 r + \$600 M Broom 7131.9 {3r {gum mag ) (b-— 0.3m [(3 i? 3 3- 3‘5 3 0 3?:(7) P E if 5 29 a.“ 9315...; =7 8000,09; : “#900” ) (“3.3-9va + 9) Am 19: L088 4.1; 5'9 1‘s EM319 Exam 2 Name: ElD: Section: 13360 2 . A spherical vessal of 1.6—1]: inner diameter is constructed by joining two hemispheres with 40 equally spaced bolts (Fig. P837). The vessel will operate at an internal pressure of 60011133. Calculate the bolt diameter d and the vessel thickness 3. Given: The allowable stresses for the bolts and sphere wall equal 101) and 50 MP3, respectively. 6):“ to 'f, mu V I? P, s T l‘dﬁnﬂw 0;” : Iii: ': MP“ 1:") 600000 POL : SOx/OG pox 9f. 9 t J” R 7' F r P! ﬁr? _ ELSE: f '— éma.ﬁ[0,3m\l :— SQVOOO‘JTM J, F FM: .5; = \$6007?» 99+; ...
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## This test prep was uploaded on 04/06/2008 for the course EM 319 taught by Professor Kennethm.liechti during the Fall '08 term at University of Texas.

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Exam_2_solns - EM319 Exam 2 Name K2 EID 4 For 03 = 18 ksi...

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