y = +h y и(у) х y=-h Fixed (a)
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For Couette fl ow between a moving and a fi xed plate,
Fig. 4.12 a , solve continuity and Navier-Stokes to fi nd the
velocity distribution when there is slip at both walls.
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- A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance measured along the beam; [x]=[L] y = displacement of the beam; [y]=[L] = circular frequency of vibration; []=[T1] = mass of the beam per unit length; []=[ML1] D = bending rigidity of beam; [D]=[FL2] Show that the equation is dimensionally homogeneous. Note that [F]=[MLT2] see Eq. (1.21:).What is the horizontal component of F1 = 60N at 220°ID:406
- Q1. A line RS of 55 mm in length is inclined to HP by 30o and parallel to VP. One of its end points is above HP by 20 mm and in front of VP by 30 mm. The line is in single quadrant. Find the projections of the line RS and find out its horizontal trace.ᴛʜᴇ ᴍᴏᴛᴏʀ ᴀ ᴅᴇʟɪᴠᴇʀꜱ 3000 ʜᴘ ᴛᴏ ᴛʜᴇ ꜱʜᴀꜰᴛ ᴀᴛ 1500 ʀᴇᴠ/ᴍɪɴ, ᴏꜰ ᴡʜɪᴄʜ 1000 ʜᴘ ɪꜱ ʀᴇᴍᴏᴠᴇᴅ ʙʏ ɢᴇᴀʀ ʙ ᴀɴᴅ 2000 ʜᴘ ɪꜱ ʀᴇᴍᴏᴠᴇᴅ ʙʏ ɢᴇᴀʀ ᴄ. ᴅᴇᴛᴇʀᴍɪɴᴇ (ᴀ) ᴛʜᴇ ᴍᴀxɪᴍᴜᴍ ꜱʜᴇᴀʀ ꜱᴛʀᴇꜱꜱ ɪɴ ᴛʜᴇ ꜱʜᴀꜰᴛ; ᴀɴᴅ (ʙ) ᴛʜᴇ ᴀɴɢʟᴇ ᴏꜰ ᴛᴡɪꜱᴛ ᴏꜰ ᴇɴᴅ ᴅ ʀᴇʟᴀᴛɪᴠᴇ ᴛᴏ ᴇɴᴅ ᴀ. ᴜꜱᴇ ɢ = 12 x 10^6 ᴘꜱɪ ꜰᴏʀ ꜱᴛᴇᴇʟ, ᴀɴᴅ ᴀꜱꜱᴜᴍᴇ ᴛʜᴀᴛ ꜰʀɪᴄᴛɪᴏɴ ᴀᴛ ʙᴇᴀʀɪɴɢ ᴅ ɪꜱ ɴᴇɢʟɪɢɪʙʟᴇ.Solve question 8.4 in the given image.
- Let XYZ = 728How are you getting 16 mm at the end for an answer , "HX83=219X10^3/164.909".................is that your diving by f/a and multiplying by 83 to get H , im just no sure what you did to get 16 ?.how did you get 4.905? fy= mat -W+O = mat -(mg) + O = m (rα) -4.905 + O = 0.5 (0.25 x 16.82) Please let me know where I went wrong