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In Class Truss Example Problem

# In Class Truss Example Problem - 22-141 50 SHEETS ‘...

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Unformatted text preview: 22-141 50 SHEETS ‘ 22-142 100 SHEETS 22-144 200 SHEETS “ﬁn ’1: I Calculate the forces in members DI, DE, and E1 1300 lb for the loaded truss shown. -F ' (61.573 2%;- McféojMugm) , I /0 I60.\$4.':"°—- 7,51" yO/bbllc‘on, . . I “33’ mJ/Jecz‘w/z7 £1. =0 to? ?(J'¢a/ 27; 716”” F60 & . 7? Mao/b5 ' | 4 D I , ‘F I 21420 J + I . EH. "755(707)*/fm Maﬁa I _ [ADE 735 3 ‘2550 Mr I I '3) I ﬂaw 5m: 15" 1}! away/m Mm I _ I . lag Coardiﬁﬂé. i / r 4x65 , 0 If a! 270 £505.7ch 45’ X d/ogg 1%: ,V—aX/J arm! 4 73f - 7 ”EZMCI' Ad: "735 726; = 0 \+ 733 ”305 45°+ [PM- 63391;”:5. I 7;! : /&M lés. ' 54w form: x? I}: /wsIb/2. ...
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