statics test 3 part 1 - 3} ' For the beam she-1.1m. drew...

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Unformatted text preview: 3} ' For the beam she-1.1m. drew the shear and bendmg RIDER-DE diagrams. Label all break I paints and indie-ale where the sheer and bending moment 34:1 to zero alnfig the heemfif at am. _ . _ : i FHM Prqm flew-15mm tun:- gv=2.EE»5.EID In lupi- w; . 1min m {up} we .300.n Iba'fi Idem] HI = emu m-ft Tim} {mm H: - my Jb—fl ¥WI {GIN} F, s 993.1] lb {dawn} u: . same Ih-l’t (new!) (I: cw: T e; - me e: {flewn} “i: I145 1&3: 'Ill'fJFrEfiLi r Elf: ht," new—Moe: r2445 F-I “I .' ‘5"51'5'5'9” ‘t #1 jab 131-5?'I?£5'~?0t=4 Ell-PE“? 5" Jaw-5r; 4345' ‘ . a '- Li‘fifi-fi J‘LISL'L. __ "‘1 f l "EL—le were '1' BEHIE'FI-eif'ilflfrgnb": :_ HJQ."l " fiufifiremu 1 was: -: “auger—553;; :2115 “ fiilE—fle: H15 EL? :éhh 1'i'flfi‘i‘hflfl'fiig‘F"Brie r i335 4-}‘15‘1-5; : 1 “Prat; .53. m e - mafia—He??? "' 2 1'3"} - 11$5+Haa -; 15%:- i} be = ,Ifreeefi: "335 » zeea-Ffifif-S 5 9'35 3113 by. : | f".‘+fi§§1—I=¥$§ war-ES fl???) ice __J-': 'r'f'u-C-‘Ilfi ‘3: F516;: 431115 fig.- E.) g: b.9315: .-__*-'Jr-’:T+?:;. *E- : geareeia 2) Far the beam ShD'W, draw th: shes: and bending mommt. IAEEL ALL break points and indicate when: 1211*: Shir-BI Eli bending mnmzats go it: 2am along 13151333131- .. ‘ I- Pi - P2 A? = 3.525001% {Llpj W1 : 117-” I BY = 3,5?5130 lbs [up] { I - l E W2 "—I F" = 5m “3'5 New“) J -'r (-231: Lt: _ 2: L. fifiafim- wI = {dam I..-—-. -.._ ...... .. :-._- ._-_..I - .--..1 i'n-nhrP-n—vr‘ r _....I .. . .: . ._..|_. M1=flmJMHmwj 57fi* F2 2: 1000. lbs {dawn} M2 a 1mm. H341: {cw} wE = 1 EDIE]. Ibm'fi {down} Enhkfi'r'licmlfiml'l -'|'.‘:£~:':SI+ xI'*I’i'~-1'_Iin.f yak-.115. - ITLan 7' : 1 ’35:: 2C: .-- r}£-.- If“? I Eff? , 15:74 £2.00 r J' ’1 r J : II -" -‘2 f' :- r'l‘i—lg'l-‘ifl :- H'J 1 i. 1 fr? w. -J {El—"'1! ' + (3.55:0 5‘ 'MM 1-3 Puck-“£301” “1 ,. -.- -‘: 2' ll' :Lln'h; {52.423-“5' l Q’EL-E‘ '--r- ‘ F: ifiiifi-ifil l-"1|_.-::"I‘F_.|'yd" '51:, J] I’M iv Han I" F- E- ylxmmfl .:."-"=c;.“‘rfi»rr?' -_‘9 J”? fifiK T1" 54’s If}: H1 3) For the buam shown, draw tha 311:3: ancibL-flfiing meme-n: diagrams- Lahel all braflc paints indicate when: the shear and. ban-ding 11103351115 gt: It: 2:33: alt-11g the beam [i E at all}. 1 —I I P1 I P1 :F‘a A, = 1,541.5? lb [upj a}, = 3113? F: {awn} (55—5:— w; = EOE-fl Ibu‘fl {dawn} M1 = auufl m1 Law-'1 {can} n11: HIE-ED [tr-fl {new} {film F1 = 20mm IE: [up] w: = EEIIIJJZI kuth Hm} H! = EI']I'I.E|1i:-fi{r.xl.'i}l IDW] ,‘L 1"“ F2 *— 1[:-."J.|:I I'IJ (dun-m] ‘rr‘ P;=1flE-EI.|:-lh (up) ,II j? 1” I 14. -. f IT, 3011 1.11.37} filo-3(ng Q) . "ff-(aaoxwwte? 2} For the bean: shuWn. draw Lhe- sham- handing mumant diagrams. Labed all braak pailjrtfi and indicate whom the shaar and henfliag manner-L: go 'm zcm along the beam {if at 3H}. hr-1.4$U.|3|B.Ib{upj _ EE-aflsumruum -- F1 '— i'lDIJ'J] ILI (dawn: P2 = WEL'EI lb {dDII'IT-L: M, gamma-m. :BWJ F3 :- 4tc.l:u lb :d-nwn} In, :- TODD mm (Elm-m} F:1 - slam: H} {mm} Mu - WELD ih-1'1 {W} [GDWEI r53 2 4pm Ih-_::_ my: tccwr "flaming Emmi-mt firingrams. Label all bran}: an: along in: beamfif a: 2} For r11: bus-um shown, draw T115: FhEiLT rid 51:59: and bending jinn:an g0 In 2 points and indicata Wham the H1 1} ' 9:... = 33-23 [b-rl [arm [CC-"N: P. = 206.0 |':_ [d THE; F‘: ‘J'Ellli'l "I: {up} W-l = HJJJ lbs“! (dawn ML. = Ell-ED n:- 21 , {cw} “ — l""""'.1.7.| EL} Mum-1:1: r37"... A? . 775.5: m: [do-ht] a? u :4,‘ mm lb gun] {if} ': guy? 1' Pd gm 1;: — “9% X 2: I EDD": 2’5 " my"? ' j; {Kan :r —?J 5 '2.) For 1110. heum shows-I, draw the sham and barlng Inc-man! {ill-grams. Lukas! a]: brutal; -po!nL5, indium: wher: L114: Shani and bunde man-luau” 3;: Ic- zeru mining flu: beam {if at all). 1301' IN YDUR ANSWERS n.“ .= 3.42an lb hip] El), 1: 1.4?5.W In {up} = sum llJ-I'l Ilum] [:2 CW] a amin- lb-El- _ {CW} = 'FEIDJJ Ihl'fi [dawn] :1 3mm lb {rim-m} = [100.0 lb (dam-n] = mum In {down} I a mans» Lu-[u y 7. [cw] . = 30m:- lb-I'. [cw] {mm = 500 0 lbrf: :riown] F'-. w400.1'JI:J:I..I0I M. :10000Ib-IH.) {CW} ME =r1500.0ib-ItIICCW}[CCWJ q: -: 000.0 10 0.0 Ibfi'. [down] F: = 3000.0 lb {down} Ma r 5000.0 “:47 (1-) (SW: M; = 0000 in.” firm] (SSW: I1 Loan: Diagram I... w 5.5011 331:: furl] 0+ = --.3?':3.5.7In [up] I} ch = 0.0 to 500.0 Nrm {down} w: = sum M'rn [um P. = 103.0 N :dm'm} M- = 2000.0 Hi-m {nag {CW} M2 = 3000.0 N-n‘: I'm-a} {CW} F’s. : 500.0 N {downl Z 3: i352 LIE-r .- '5' 1|. ‘1‘ Lnac‘ Diagrar‘r A. :1 £3.00 N {dowr} magma-me. =10.Efl0.00 M-i- mm; L030 Diagram M, .- 300.0001:me A? -_ 3.0?003 It: {up} 0.1: 500.0 mm (001.00] B? = 2.0000? Ih {up} PE 2 0000.0 0:: (000m) -_ k M L. 4 _L__ M 41500.0lbni1fimw3 _ n 012:5000010-0 (0w) “=1 - r} ‘v *' fl M4u-1000fllb-fzficw} _ TM _, w I q2=5lfilfiflin 0.0thttduwn} “it” my 1 41",; u _ C, :31.“ . -F ' | . Lamas ‘ 1.0?0'03 1 1 .4?3.33 6.550.131] | " :4. If r I Moment Diagram {lb-u HM .h mm}: _ T, f. U .51 “(D-15¢: .- :1 1'} flh‘t'r'l MDSDIidS - Educafinnal 500mm In! Mechanlrs nf Malariala Cam-nah! 501 EST-2003 Tlmuthy A. F'hilpct Monday. April 24. 2000 1&3939 Mal. w.m.rnc'50ifds.00m Luau Diagram ch = 0.1: to 500.43 Wm {EIDWHI AV = 1.150.430 N {down} Wu = 530.3 Nflrm {up} Moment A ‘= Iflflflflflfl N-n'l {CCW} P1_1DU.E} N (down) . . ' P2=SUD.DN[tJOWHJ I -J~r _ “1 II “Hr S_:.p.-_;; :er} 4L. M1:EUDD.[} N-m {mu} '5 a ,g_ ' ' " '. 3.. . Mg — Bflflfllfl N—m {CW} LN '. la." :: 4 '1 J J- 1 '4 a, a. (II :1: fl L, i -. ,; .-.. k mm ; Mina * t-.- H Li: rm _ "finamamnn 11.35am ' - am :2- -i L, “— ' jig". __ rug-45.1 - H"? 13 - q. ~. M5} -H L‘ ‘1' I! Shear Diagram 1N} I '_ --'- - * I?3u“+'1l*.n}i* 4211.22.56 ' ' i'_ 2|.3 I . _ Hum Mum Brit Diagram [hi-m} Mflfiolids - Educatloml Snfmar; fnr Mmhamm {3f Materials. C-up'friurll. I? WWIEC’JE TWO”? A. F'I'Iilplnt Munfiuy, Am II Ed. 20GB 10 51:1? M11 m.:'lllJL-IJIIU$.¢EITH ...
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This note was uploaded on 08/29/2010 for the course EGN 3311 taught by Professor Nohra during the Spring '08 term at University of South Florida - Tampa.

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statics test 3 part 1 - 3} ' For the beam she-1.1m. drew...

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