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# 6.35 - Problem 6.35 For the truss in Problem 6.34 use the...

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Unformatted text preview: Problem 6.35 For the truss in Problem 6.34. use the methurl 01' sections to determine the axial ibrees in members BC, CF, and FG. Solution: Y iv“: 7 BC — ('1: ms 45 7 Ff} : (J :17]: (‘I-‘sin-lﬁ“ —‘ l(}tJ : u I Em: titFG 2mm) :0 Hill ItN Solving BC z 300 kN ti") CF HI .4 iiN (Ct ”200 IN [C] Problem 6.36 Use the method (if seetitins to determine the ttxiul forces in members AB. BC. and CE. Solution: First. determine the three: at the supports Metitud ul‘ Seclimts: A .t ,t, (It — 3r : lt —~ Vin; CE-t-AH:U ( +3 MA: 77 was lei-"1+ 3e}. :0 r—r :_.4 Y“ (7.: BC +A-.t_ — F : t') Sniving A. 2 (i G, :— i.ti7F ._d :‘n- : 1-33!" ( sign-I“: tint-t, +(tit.'t: : U Solving. we get All : —i.33F (C) ("If 21.331-‘t1‘l BC = 770.331” (C) .....-. n n.i.....,.;.m t...- llnnm‘ QmMIu Rim-r, NJ; All rieltls reserved This nutteriui is prntcclctl ...
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