Moments and Couples 3-15. A large rock has forces acting on it as shown in Figure P3-15. Determine the moment about point A. GURE P3-15 20 1200 lb 5 600 lb 200 lb A 3 3 1.5 2 4
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- I need help with finding the moment for the problem if the axis is moved to point B (as the center) and point C (as the center) just like the Free body diagram in the picture. Any help would be appreciated :)Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. IMAGE* Calculate the reaction forces Ay and MA acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…
- ts=600g, TL=18pounds , angle=780degree ,can you please find the solution and free body diagramPlease answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax= 0, it has been omitted from the free-body diagram.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…FINDING MAXUMIM AND MINIMUM MOMENT My question goes about the problem which is located here: https://www.bartleby.com/questions-and-answers/the-70-n-force-acts-on-the-end-of-the-pipe-at-b.-determine-the-angles8-0-180-of-the-force-that-will-/567dba2e-b426-4c49-967a-56130cc9db87 In the second step, it states that the value of the equation (1) will be maximum when the first derivative of the moment equation will be zero. Why? And why did we use the derivative rules in the first place? Thank you in advance for your patience,
- PROBLEM 4: The boom OC is subjected to tension forces at A and C. It is known that the tension in A is 26 kN and at C is 12 kN. Unit vector CE. (ANSWER: -0.38i-0.87j+0.32k) Tension at A. (ANSWER: 13.20i-15.8j+15.8k kN VECTOR COMPONENT FORM) Moment about O due to the given forces. (ANSWER: 78.71i+0j+3.2k kN VECTOR COMPONENT FORM)ᴀ ʀᴇᴄᴛᴀɴɢᴜʟᴀʀ ʙᴀʀɢᴇ ɪꜱ 15 ꜰᴛ ᴡɪᴅᴇ ᴀɴᴅ 40 ꜰᴛ ʟᴏɴɢ ᴀɴᴅ ꜰʟᴏᴀᴛꜱ ᴡɪᴛʜ ᴀ ᴅʀᴀꜰᴛ (ꜱᴜʙᴍᴇʀɢᴇᴅ ʜᴇɪɢʜᴛ) ᴏꜰ 4 ꜰᴛ. ɪᴛ ɪꜱ ᴘɪʟᴇᴅ ꜱᴏ ʜɪɢʜ ᴡɪᴛʜ ɢʀᴀᴠᴇʟ ᴛʜᴀᴛ ɪᴛꜱ ᴄᴇɴᴛᴇʀ ᴏꜰ ɢʀᴀᴠɪᴛʏ ɪꜱ 3 ꜰᴛ ᴀʙᴏᴠᴇ ᴛʜᴇ ᴡᴀᴛᴇʀʟɪɴᴇ. ɪꜱ ɪᴛ ꜱᴛᴀʙʟᴇ ᴡɪᴛʜ ʀᴇꜱᴘᴇᴄᴛ ᴛᴏ ɪᴛꜱ ʀᴏʟʟ ꜱᴛᴀʙɪʟɪᴛʏ? ᴛʜᴇ ʀᴏʟʟ ᴀxɪꜱ ɪꜱ ᴘᴀʀᴀʟʟᴇʟ ᴛᴏ ᴛʜᴇ 40-ꜰᴛ ꜱɪᴅᴇ.Was it stable? or Unstable?The beam whose support and loading condition is given,a) Draw the shear force diagramb) Show the bending moment diagram.c) Find the greatest shear force and greatest moment value.d) Find the shear force and moment at the midpoint of the beam. please solve carefully and in detail thank you.
- In the design in the figure, a force of Fn=1912 N in the vertical plane and a torque of Md=916 Ncm in the clockwise direction of rotation act on a machine element with a diameter of D=200 mm on the shaft resting on the A and B bearings. If the angle of the force with the horizontal is b=49o, how many Newtons is the resultant radial force to be considered in the bearing calculation of the bearing A? 1-) The diameter of the machine element on which the force acts will not be taken into account in the calculation of the bearing forces (ie, it will be assumed that the Fn force acts on the axis of the shaft). 2-) Pi number will be taken as 3.14.Engr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equationsDefine the term Real moment?