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10 PLV displacements in isostatic structures and hyperstatic unknowns

Study material for Meccanica dei Solidi, shared by the Studwiz community and reviewed by moderators.

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~EL A&- 01- 2012.. C~ C(~G, J s,,, •r (~1: .N'­ VA Cv. 'lA l (ç;r(....< e l/L- '-..or t~!. Te 5rlA-- 7Two-< !> PL V 1((81. fo~ f- !J> I X Le = -Ft 1/zcc B LA. = JtIJ (x.). Vi'C,,-l,l + A 1;()-Oi - 2-012.. - fLV 7 f S('~r,~l ~ fAc-ec.,e" ot:.sL' Sf~s,~-r: TuJe.. .A SUi:; - l l \ B: I c r-- p>c.. A L X L..g : ff(x.} = t:.A>X = 20.0' X. c ( ~(I (;.A/I.-<.-. Te. vs SIAT, CA>1..A.-7eA - -. . S $ ti;>. G.. C't ~. c.;..~<­ {'r:: q,l ( A r cl Sc~ VI l , :/ ) .;4-----/5 ) I h. G.. l .A-'k 11//'14>< = 2 ;J.rvv­ <11i!I~~ x j---;> )f L X. c:.. ~.. t1(X);: 20.0' X !1(x):= 2tJ·.x.. :;; 2 x. /f{;t..) ~ 1.tV(~~-x) - 3~- x " j. 1/ (x I )( 1­ J;1(x) . J/ ;1(;c) j 4 /ff!J.J 1,O?J 101" (30.:;0 - )() E; - &J 2 x.. ~L;., -- S(2' -X0' (2<JJiiJ'x)\ j X- t- row= )j o /'t,t:. 10""':>1()9~ f J."~A 9oo'o!:JJ:?' co..:;S jx T }'JOd-oOO J< J.:­ <: OD J<- 2 ) Jl -+Lr1' El I Ot:>.2 /(It:>4J o EJ 9/l 3 3, S • ·10 9 + A ~ Oi) . 10 - 2 ~)O 002 ( 3ao><- ,,~O j ) + n ~ (3_j-IO.~3) ] .y '1 'I L/l.' :: .4 .3 3, g . Il o -+ 41dO . IO - 2&. po ' I o + i;[ -r ~(•. {O q J /( -- '5.19,3 10'1 E) 210 'OlJ-D • ~SS(~ t,) ~ SvoCr ~ A---r~--,~

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