determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e., Amax

determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length
(i.e., Amax < L/360). 60 kN 300 kN-m LA 5 m 5m L= 10 m El = constant E = 200 GPa

(i.e., Amax < L/360).<br>60 kN<br>300 kN-m<br>LA<br>5 m<br>5m<br>L= 10 m<br>El = constant<br>E = 200 GPa<br>

Extracted text: (i.e., Amax < l/360).="" 60="" kn="" 300="" kn-m="" la="" 5="" m="" 5m="" l="10" m="" el="constant" e="200">

Jun 11, 2022

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determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not exceed the limit of 1/360 of the span length (i.e., Amax

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