The C200×20 channel section of Figure P4.5 has second moments of area Ix = 15×10^6 mm4, Iy=0.637×10^6 mm4. It is loaded by the bending moments Mx=2200 Nm and My =−350 Nm. Find the magnitude and location of the maximum tensile stress in the beam.
The C200×20 channel section of Figure P4.5 has second moments of area Ix = 15×10^6 mm4, Iy=0.637×10^6 mm4. It is loaded by the bending moments Mx=2200 Nm and My =−350 Nm. Find the magnitude and location of the maximum tensile stress in the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The C200×20 channel section of Figure P4.5 has second moments of area Ix =
15×10^6 mm4, Iy=0.637×10^6 mm4. It is loaded by the bending moments Mx=2200
Nm and My =−350 Nm. Find the magnitude and location of the maximum tensile
stress in the beam.
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