A cast iron beam has a cross section as indicated in the figure. If the allowable stresses are 560 kg/cm2 in tension, 2400 kg/cm2 in compression, and 640 kg/cm2 in shear, what will be the maximum allowable values of the shear force and bending moment for the beam? Consider only vertical load on it and limit the calculations to the level of the holes in section a-a.
A cast iron beam has a cross section as indicated in the figure. If the allowable stresses are 560 kg/cm2 in tension, 2400 kg/cm2 in compression, and 640 kg/cm2 in shear, what will be the maximum allowable values of the shear force and bending moment for the beam? Consider only vertical load on it and limit the calculations to the level of the holes in section a-a.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A cast iron beam has a cross section as indicated in the figure. If the allowable stresses are 560 kg/cm2 in tension, 2400 kg/cm2 in compression, and 640 kg/cm2 in shear, what will be the maximum allowable values of the shear force and bending moment for the beam? Consider only vertical load on it and limit the calculations to the level of the holes in section a-a.
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