Derive the formula for the maximum shear and maximum bending moments for Case 1 to case 8.
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Derive the formula for the maximum shear and maximum bending
moments for Case 1 to case 8.
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- = tan-¹ μs The Clamp: Ex.1 (Part 1/2) 24 ?w=? us= 0.3 = 16.7° a) Fon block= FP-400N Lead=4mm T=40Nm D=10mm R=10cm F = FP W F Lead angle Lead 0 -2πr- [0] Φ 10A camera tripod is set up as shown below. The tripod is pretty fancy and has self-balancing legs. The camera weighs 47 N. Felicia Filmmaker has positioned the tripod as follows: CA=-4 myA=0 m zĄ = 6 m B = -2 myB = 0 m zB = -6 m xc = 6 myc = 0 m zc = -4 m xD = 0 myD = 12 m ZD = 0 m Python input: X_A = -4 y_A = 0 Z_A = 6 X_B = -2 y_B = 0 Z_B = -6 X_C = 6 y_C = 0 Z_C = -4 X_D = 0 y_D = 12 Z_D = 0 Action! A Z number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) number (rtol=0.01, atol=1e-05) y D B --- X Determine the magnitude of the force in each leg of the tripod to keep it in equilibrium: FAD = FBD = FCD = N ? N NFormül; TL Csab³G' 525 için c = c2 =;(1– 0,630b/a) 60 MPa Tmaks = 45 MPa Cah? - $ = M-(!zy.z– ly.y) + M,(!,.z– Izy-y) Iz.ly – Izy² Ox + dy VQ Мy =1 It T= 2tA 100 MPa 100MPA Ox + đy đx - đy 2 -cos20 + Txysin20 , Jort 2 2Txy tan28, = Ox – dy Ox+ dy + 2 Ty'y' = Ox- dy sin20 +Trycos20, Omaks.min = + r 45 MPa 60 MPa Tmaks - Find the maximum principal stress for the stress case given in the figure. O 80,00 MPa O 138,75 MPa 129,24 MPa O 114,25 MPa O 49,24 MPa
- 42 F=Fcos ex lok 14k = Fsin By Fy= Fsin Ox = Fuos y F - angles 12k 15k 8k Find Re = 7k TF (hye slopes #3/ 4 tan = 15 16 1316 3 IN 1016 48 63 ISK hyp √√13 = 3.61 Fx-156 Fy = 15 ( 2³ 41 ) = 2516 7th 3lb Find R+OThe Steel Wheel on The Steel Rail. Flange- Wheel Axle Tie RailHW #3 04/12/2020 due date. wednesden Tx=/25 MPa T2=? uncler Novolume cheye! do 10cm 20=0 ( For novalmachaye Sscm Socm N: 0.4 E= 10 k 125-10040z=0 102= -25 MPa Fz=? Az 0.2m X0.3m %3D Q: Ex=? final dianeter. F2 -25M x (200 mx 300) t2= -1500000N~/500KN
- novable pulleys S0 the mechanical aduxintage is 3 b. The input force. Mechanical aduentage=load Couttput) Eprtcinput) Iaput R300 kq ż 3 - (00 EOutput mechanical adandaye Identify the following systems shown below: Picture Answer Picture Answer 1. 2. 3. 4. 5. 6. Input Force?2. For the linkage shown in Fig. 2, determine VB and 004. auquo od to enoblog lugna adi snimateb 11 ge 200 to styd (SB048-2 in. 02 mmm. min 501 45° 3 Figure 2. 4 04 0₂04 = 4 in. 0₂A - 2.828 in 104 AB= in. 2 14.14 rad/s ccw5Find the lengh and divection for (uxv) X(vxu) 179 for the folloning @ u=2i+3j , v= -itj O u=2i-2j +4k,v= -i+j-2k ® u= irj-K, v= o O u= -gi -2j-4k, v= 2i+2j+k O u= i-tj+k, v= i+j+2k
- Of Mechanics/First x IPQLSFCZQE_ZSh4aZJdw9EBqR0OOFLVx_m7kUGFb_9bgBbd-YG0XA/formResponse For the drawing shown, find the moment at point (A) (Clock + and counter clock 3 kN 0-45° 2 kN 4m 2m 2m MA=2 kN.m MA=-8 kN.m MA=4 kN.m O None of them 立3. A motor is connected by a belt to pulley B. T, is the tight-side tensile force equal to 1800 N. The shaft spins at a constant speed, 650 rpm. The power delivered by the motor is 12.6 kW. On pulley A, connected to the load, the slack side of the belt has a tension equal to th of the tight side. b T T, B d shaft Dimensions are as follows: da 200 тm 300 тт | 250 тm |180 тm | 250 тm 26 тm dB dahaft a We analyzed a problem similar to this on Test 01 using static failure theories. Is this strictly correct? Because the shaft is spinning, would not a material particle see a time-varying reversal of the the bending stress as in the R.R. rotating beam test? Would a particle see a reversal of the torsional shear stress? Assume Sut = 370 MPa and Sy = 300 MPa. Ignore Marin factors. Ignore stress concentrations. Ignore direct shear stress (that due to V). Find the safety factors with respect to fatigue and yielding. Be guided by section 6-14 on combined loading.Substitule the Do Value in equation - 0 Di 4 Dot-810569.419XDU Di4 <136-131)810569.419x136-13) 14 (Di) (a 33018395) Di 123.559 mm The Intemal diamete of shaft - 123.559mm -136.131m The External diamcter of shalt A cluse Coiled helical spring is made of lomm diametes steel sod, the coils having io complete tums and amean diametes of somm. calculate the increase in the number of tums and the bending Stress induced in the Section, if it axial Couple of 1ONM Also, calaulate the Subjected to torsional stiffness of the Spring Take E: 21X10SN an