24" A 16" x- 20" 60 lb 80" B 30 lb 76" - 210 lb D C 19"
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- 3. The copper shaft is subjected to axial loads shouwn below. Determine the displacement of end A with respect to end D. The diameters of segments are dAB=75mm, dBC=50mm and dcp=25mm. Use Cu modulus of elasticity of 126 GPa.• U O 1 11:EA 2 52940180324047... Page3 Engineering Mechanics: Staties (E13) First Semester, Finst year, Academic yeur 2020-2021 Depanment of Civil Enginoering Instructor: Dr. Murtada Abass Cnllege of Enginenring Assignment Due date: Univenity of Minun February 27,2021 at 11:30 AM Q4: Determine the reactions at the supports A and B shown in the Figure Below due to the applied forces for the following cases: A) Neglect the weight of the beam. B) Consider the weight of the beam which is 50 N and located at the center of the beam (3.5 m from A) 600 N 200 N 02 m 45° 3 m 2 m 100 N Page4 Mechanies Staties (ET13) dester, First year, Academic yeur 2020-2021 it of Civil Enginoering Instructor Dr. Mutada Abass Assignment Due date: College of Engineering Univenity of Mfisan February 27,2021 at 11:30 AM Q5: Determine the reactions at the supports A and B for the Figure shown below.92 al a O p 9:-r الاسم الثلاثي للطالب إجابتك The 100- Ib force of Figure below is the resultant of the couple and three forces ,two of which are shown in the diagram. Determine the third force , and locate it with respect to point A 2" 2" 2" 4" 1" 100 406 3" 100b.in 20b إضافة ملف إرسال 1la. Gooaleil
- DE TERMINE THE MAXIMUM DEFLEC TION USINE Dou BLE IPPZRATION ME THOD. 2) 5KN lokN 5KN ļ im b im imAns 109C40-40 Cu.m EX13:-A wate fank is 22m deep. Athe bottom it is 100m k 60m. the side siopes have aslope horizontul (Hz) to one vertical(ver.), to a helght f jom hom the botom, the sides have aslope dekermine the capacity of Hhetauk by the prismoidal formula where you Know bhe Prom l0m to 22m height from the bottom. upA Mercuny barometer at the base OF the maintain read all6 716 mm - At the same Hime . another barometer at the top OF the mouttain read ing マNn?.what 's the Slemm Assumi air weights 2N/m² heignt of gh- the mountain
- V:EV I %ar N O O O l zain IQ 79 MPa 6/6What is the Shear Force at support ?A 3 kN/m B C 2m 4 m 12 KN 48 kN 24 KN 6 KN اسم الطالب الثلاثي حازم عماش لتلوت عبيهلequivaky Replar the loahna Sysem by an Force arel ouple momens actiry at resuldent Pont A 300M 300M low Mm 7sm 975mDetermine la deflexion del nodo C para las cargas mostrada (Método del trabajo virtual)
- 5. Find the moment along T 1.6m 50ON 1.5m 2 m T2m R. O 1200 N.m O - 600 N.m O - 1400 N.m O O N.mFill in the blanks a) - 1 attachment - 3. An airplane begins its take-off run at point A with e velocity and a constant acceleration, a. It is known that the airplane becomes airborne 45 sec later at point B with a take-off velocity of 360 kph, determine: a. Acceleration, a b. The distance from poin A to point BH.W: A flocculator (dimension W = 8 m, L=10 m, D=6 m), be signed with one rotating blades as illustrated below knowing that, DT-20 min, CD-1.2, μ-1.312*10-3 N.s/m², n=2 rpm, p=1000 kg/m³ and V-0.75 Vp. Find power input and G & GT?igheup eno a vi sibbag stolo TO 30 (2) woq (S) amir noinstal (1) :baik noitulo? 3,6 2- 02 m2. pb.mS$1=w.m0!