analysis of irregular beam using transformed area method
locate the neutral axis with respect to the bottom of the beam.cracked moment of inertia with respect to the neutral axis of the beam
n=9 Ma=121kn.m
Br B 0.75 m 3-25 mm 0 20 kN m MI 1- 25 mm 0 L 3 m + 16 kN/m 0.75 m 75 mm 150 MIN D 100 mm
analysis of irregular beam using transformed area method locate the neutral axis with respect to the bottom of the beam.
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