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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

203
-350 Nm
y
0
9.9
15.6
X
2200 Nm
-59.5-
all dimensions in mm.
Figure P4.5
Transcribed Image Text:203 -350 Nm y 0 9.9 15.6 X 2200 Nm -59.5- all dimensions in mm. Figure P4.5
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