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Afable, Kenn Pearl R.

Afable, K.

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Supratim Pal verified

Numerade educator

50 N 25° ? P

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James Kiss verified

Numerade educator

steel bar of rectangular cross action a = 38 mm b = 50 mm carries a tensile load b the allowable stress in tention and share are 50 mba and 24 mba respectively calculate the maximum permissible load that can be applied

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Luke Humphrey verified

Numerade educator

the tube supports the four parallel forces the equivalent resultant force of the four system acts through the midpoint zero of the tube determine the magnitude force fc

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Anand Jangid verified

Numerade educator

a threaded steel rod es = 210 gpa dr = 15 mm as = 12 * 10^negative 6/ degree Celsius is held stress free between rigid walls by a not and a washer dw = 22 mm assembly at each end if the allowable bearing stress between the washer and wall is 55 mpa and allowable normal stress in the rod is 90 mpa calculate the maximum permissible temperature drop

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Anand Jangid verified

Numerade educator

a still rod es = 210 gpa dr= 12 mm, as=12x 10^negative 6/degree Celcius is held stress free between rigid walls by a clevis and pin dp = 15 mm assembly at each end if the allowable shear stress in the pin is 45 mpa and allowable normal stress in the rod is 70 mpa calculate the maximum permissible temperature drop

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Breanna Ollech verified

Numerade educator

10. A steel rod (Es = 210 GPa, dr = 12 mm, ?s = 12 x 10^-6/°C) is held stress-free between rigid walls by a clevis and pin (dp = 15 mm) assembly at each end. If the allowable shear stress in the pin is 45 MPa and the allowable normal stress in the rod is 70 MPa, calculate the maximum permissible temperature drop. a. 14°C c. 28°C b. 20°C d. 40°C

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Anand Jangid verified

Numerade educator

a steel bar of rectangular cross section a = 38 mm b = 50 mm carries a tensile load p the allowable stress intention and share are 50 mpa and 24 mpa respectively calculate the maximum permissible load that can be applied

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Ankur S verified

Numerade educator

a nylon bar e = 2.1 gpa with diameter 12 mm length 4.5 m and weight 5.6 n hangs vertically under its own weight calculate the elongation of the bar at its free end

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Luke Humphrey verified

Numerade educator

a breast bar e = 110 mpa of length l = 2.5 m has diameter d1 = 18 mm over 1/2 of its length and diameter d2 = 12 mm over the other half compare this non-prismatic bar to the prismatic bar of the same value of material and constant diameter d and length l calculate the elongation of the prismatic bar under the same load p = 25 k n

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Nishant Kumar verified

Numerade educator

two wires one copper and the other steel of equal length stretch the same amount under an applied load b the moduli of elasticity of each is 120 gpa and 210 gpa respectively find the ratio of the diameter of copper wire to that of the steel wire

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