M * C f =- I Amp Мра non them Pma *:The unit of the moment of Inertia I is * :in this formula, I referred to the М*С M * C f I I in^2 Bending moment value in^3 Shear value non of them the distance h/2 in^4 Moment of Inertia in O
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- Determine the Bore(B) of the 4 cylinder engine, if the displacement D is 5600 with a stroke of 10cm.Cylinder Bore20 - Bir taş bir binanın tepesinden düşey ve yukarı yönde 20 m/s lik ilk hızla fırlatılmıştır. Bina 50 m yüksekliğindedir. Taşın atıldığı seviyeye geri geldiği andaki hızı aşağıdakilerden hangisidir A) 60,02 m/s B) 0 C) -20,02 m/s D) -60,02 m/s E) 20,02 m/sThe triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5 mm. Suppose that a= 640 mm
- Dinding ruang penyimpanan berpendingin adalah panjang 10 m dan tinggi 3 m dan dibangun dengan blok beton 100 mm (k = 0.935 W / [m °C]) dan 12 cm papan isolasi serat (k = 0,048 W). / [m °C]). Suhu ruang pendingin -10 °C dan koefisien perpindahan panas konvektif adalah 40 W / (m² K); suhu udara luar adalah 30 °C dengan koefisien pindahan panas konveksi permukaan dinding luar 10 W / (m² K). Hitung koefisien perpindahan panas keseluruhan. Koefisien pindah panas keseluruhan =AnswerW / (m² K).The concrete graviy" dam is heid in place by its awn weight (Egute.1) The density of concrote is pc=2.5Mg/m2 and water has a density of ρw=1.0Mg/m3. Suppose that a=1⋅m ,h=8 m Figure Part A Determinn the setillest dimension d that will prevent the dam hom overturning about is end A. Express your answer to three significant figures and include the appropriate units: d=_______Fast pls solve this question correctly in 5 min pls I will give u like for sure Class: Structures 1 Question: locate the centroid of the box section shown, a cross-section often used in bridge construction Answers: Ax=0 Ay=3.92 kn By=11.08 kn Sub.
- The piston of a reciprocating engine exerts a firce of 180 kN on crosshead when the crank is 35 degree (angle beta) past TDC. If the stroke of the piston is 800 mm and the length of the connecting rod is 1.65 m, find, in kN. a) the guide force FG and , b) the firce on the connecting rod Rc .hint: radius AC is 1/2 of the stroke and Angle "phi" may be solved using sine law. Draw FBDFigure (a) shows the cross-sectional dimensions for the structural steel section known as C1020 (channel with a nominal depth of 10 in., weighing 201b/ft). The American Institute of Steel Construction Structural Steel Handbook lists the following properties for the cross section: A=5.88in.2,Ix=78.9in.4, and Iy=2.81in.4. If two of these channels are welded together as shown in Fig. (b), find Ix and Iy for the resulting cross section.A flywheel has a rim weight of 480 kg and mean radius of 480 mm. If the rim width is 6 times the rim thickness and material density is 7300 kg/m^3, calculate for the width of the flywheel. Answer = 361.7 mm
- A turbine rotor is mounted on a stepped shaft that is fixed at both ends as shown in The torsional stiffnesses of the two segments of the shaft are given by ka = 3,000 N-m/rad and ka = 4.000 N-m/rad. The turbine generates a harmonic torque given by M(t) = M, cos at about the shaft axis with M, = 200 N-m and e = 500 rad/s. The mass moment of inertia of the rotor about the shaft axis is Jo = 0.05 kg-m. Assuming the equivalent torsional damping constant of the system as e, = 2.5 N-m-s/rad, determine the steady-state response of the rotor, )Can you explain to me through words how the summation of moment becomes like that. Generally please break it down to me one by one how is the summation of moment done in the posted solution. For example why is Rc being multiplied by 40, why is 400 being multiplied by 60, why is 800 being multiplied by 30, why is 1000 being multiplied by 20 and why is 600 being multiplied by 20. And lastly why is Rc(40) and 600(20) are positive in the moment equation and the rest are negative Please refer to the picture of solutions I uploaded and break it down for me pleasee why the pin comes up to 1400 lbAnswer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft