Engineering Mechanics- Morning Session Approximate 7%

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Engineering Mechanics- Morning SessionApproximate 7%-10%Approximate 15 questions 30 minutes MAXReview 17 questions (taken from Lindeburg’s book, 2009)March 17th, 2014102/24/2014FEReview- ‐EngineeringMechanics- ‐UmutAkalp

0N(D)910N F FYXQUESTION1:FX 0 FX F cosθ XY 0 FY F cosθYSOLUTION:14) (500N )( ) 0 5213 FY (565N ) ( 2 ) (500N )( 5 ) F 0F 700N in(- ‐y)direcIon FX (565N ) ( Equilibrium!

YF2 300NMomentsQUESTION2:XOM 200N.m34SOLUTION:R nterofwheel.F3 m?(A)1.4m(B)1.6m(C)1.8m(D)2.2mM r FM Z xFY yFX MO 03 M O (200N m) (100N )( 5 )(2.5m) (300N )(2.5m) R(500N ) 0R 2.2m

lockwithamassof10kgwithdimensionsDxH,H 4DrestsonalevelsurfacewithcoefficientoffricIonμ ingoftheblockcanoccur?XSOLUTION: MO 0Dm M O ( 2 )(10kg)(9.81 s 2 ) h(20N ) 0Dm(10kg)(9.81 2 )52sh h 2.45D h D20N2

870.3cm4thenwhatistheareamomentinerIaabouttheX’- ‐axis?8cmXYX'XSOLUTION:I X I C Ad 2IX y 2 dA IY 2x 2 dA I X I X Ad XI X I C A(8cm)2 I C 3870.3cm 4 (60cm 2 )(8cm)2I X ' I C A(10cm)2 3870.3cm 4 (60cm 2 )(8cm)2 (60cm 2 )(10cm)2I X ' 6030.3cm 4

shownis245833cm4.Ifthecross- hecentroidalaxis?(A) 2.1x104cm4(B) 8.0x104cm4(C) 1.5x105cm4(D) 2.5x105cm4SOLUTION:I ' X I C,X Ad 2I C,X I X ' Ad 2 (245833cm 4 ) (250cm 2 )(30cm)2 20833cm 4 2.1 10 4 cm 4

CentroidsYQUESTION6:8cm5cmWhatarethex- ‐andy- ‐coordinatesofthecentroidofthearea?(A) 3.4cm;5.6cm(B) 3.5cm;5.5cm(C) 3.93cm;4.79cm(D) 4.00cm;5.00cm4cmdiameterA210cm7cm2cmby2cmA31cm1cmX

CentroidsSOLUTION:π (4cm)2A An (8cm)(10cm) (2cm)(2cm) 63.43cm 24π222(5cm)(80cm) ()(4cm)(7cm) (2cm)(4cm)yA c,n n4yC 4.79cmA63.43cm 2π222(4cm)(80cm) (5cm)()(4cm) (2cm)(4cm)xA c,n n4xC 3.93cm2A63.43cm

BC.(A) 0N(B) 1000N(C)(C) 1500N(T)(D) 2500N(T)

TrussMethodofJoints3000NSOLUTION:E MA 0 (3000N )(6.25) (3000N )(12.5m) (3000N )(5m) RCY (10m) (3000N )(15m)3000NBARCY 11625N(upward) FY 0 RAY (3)(3000N )(cos36.87O ) (2)(3000N ) 11625NRAY 1575N(upward)5400N1575N FXRAX 5400N(left)UsemethodofsecIonsYX 0 RAX (3)(3000N )(sin 36.87O ) M E 0 (5400N )(3.75m) (1575N )(5m) (3000N )(6.25m) BC(3.75m)BC 2500N

N(C)180N(D)240N2/s 5maYSOLUTION:ma F mgsin θ µ NF ?μ 0.25X25oF ma mgsin θ µ mg cosθF (5kg)(5F 56.8NmmmOO) (5kg)(9.81)sin25 (0.25)(5kg)(9.81)cos25s2s2s2

onofthediskonlyisvt,B A rω r(2π f )radrevA(12m 1.75m)(2π)(12)revmin 17.28m / svt,B A s60minYX

heryofthediskwithrespecttopointBisvt,Disk B rω r(2π f )radrev)(60)revmin 11.00m / ss60min(1.75m)(2πvt,B A ftwovelociIesvt,Disk A vt,Disk B vt,B Ammmvt,Disk A 17.28 11.00 28.28sssYAX

RotaIonalMoIonQUESTION10:ωAB rad/scw(D)12.5rad/scw5m

nvB 50m/s4mOB3mv ABω (5m)(10 rad ) 50m / sBAB3ωBCs4vCYXCω BCm50vBs 12.5rad / s(clockwise) OB 4m

α,ωRotaIonalMoIonQUESTION11:R ceisappliedatt 12s?(A)32.4cm(B)36.0cm(C)54.0cm(D)108cm1I mR 2 (0.5)(2kg)(0.3m)2 0.09kg.m 22radradα 3t (3)(12s) 36 2ssIαM 0 Fr Iα r Frad(0.09kg.m 2 )(36 2 )s 0.324m 32.4cmr 10N

/4(C)3g/7(D)3g/4ABCYXLL/4

eraIontangenIalacceleraIonofpointBcanbefound.1L1 17I C I CG md 2 ( )mL2 m( )2 mL2 ( ) ( )mL212412 16483LL3W 4W 4WL mgLM Fr ()() ()() C 424 244mgLMC 12g4α 7IC( )mL2 7L48L 12g 3gα t,B rα ( )() 4 7L7

12.4m/s(C)15.3m/s(D)18.6m/sSOLUTION:v'1 v'2 v'1 v'2 v' SIckingapercollisionv2 v1m1v1 m2 v2 (m1 m2 )v' ConservaIonofmomentume 0 mm) (5kg)(10 )ss 18.6 m(5kg) (2kg)s(2kg)(40v'

eaking?(A)0.05(B)0.25(C)0.35(A)0.65SOLUTION:mv 2FricIonalforcemustcounteracttheFf FC µ N ma m(rω ) centrifugalforcermv 2µ mg rkmm1h((80)(1000)())22vhkm 3600s 0.05µ mgr(9.81 2 )(1000m)s2

80kmSOLUTION:t v0 sin θggt 2v02 (sin θ )2 v02 (sin θ )2 v02 (sin θ )2y v0 (sin θ )t y0 22gg2gm(1250 )2 (sin 30O )2sy 19.9kmmm2(9.81 2 )(1000 )skm

4.6m/s(C)6.9m/s(D)8.9m/s

EnergySOLUTION:h I rod1L(sin 45O )2mL2 linearvelocitycanbefound.Iω 2mgh 21mL2 ω 2Omg( L sin 45 ) ()( )232m3(9.81 2 )(sin 45O )O3gsin 45radsω 4.56L1msradmmv rω (1m)(4.56) 4.56 4.6sss

VibraIonk 3.0N/cmm1 5kgm2 rm1?(A)9.81cm(B)16.4cm(C)19.6cm(A)26.2cm

VibraIonK .m1 5kgm2 3kg(5kg 3kg)(9.81F kδ W mg δ0 300δst,1 m1g k(5kg)(9.81Nmm)2s 0.2616m 26.16cmm)2s 0.1635m 16.35cmNmx0 δ0 δsr,1 26.16cm 16.35cm 9.81cm300

Engineering Mechanics- Morning Session Approximate 7%-10% Approximate 15 questions 30 minutes MA

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