Find the maximum bendind stress for a rectangular beam, if the bending moment is 20 kNm and lxx = 405 x 10 mm. Ymax = 150 mm
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Step-by-step explanation:
bending stress eq
M/I =F/Y=E/R
M BENDING MOMENT
I MOMENT OF INERTIA
F BENDING STRESS
Y CENTROIDAL DISTANCE = D/2
E YOUNG'S MODULUS
R = RADIUS OF CURVATURE
F = M*Y /I
F = 20 *10⁶ *150 / 405*10
F = 740740.741 N/mm²
F=740.74 KN/mm²
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