Solve for the smallest moment of inertia I of the beam so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). E= 200GPa Choices: a) 5256(10^6)mm^4 b) 6552(10^6)mm^4 c) 6255(10^6)mm^4 d) 5625(10^6)mm^4
Solve for the smallest moment of inertia I of the beam so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360). E= 200GPa Choices: a) 5256(10^6)mm^4 b) 6552(10^6)mm^4 c) 6255(10^6)mm^4 d) 5625(10^6)mm^4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve for the smallest moment of inertia I of the beam so that its maximum deflection does not exceed the limit of 1/360 of the span length (L/360).
E= 200GPa
Choices:
a) 5256(10^6)mm^4
b) 6552(10^6)mm^4
c) 6255(10^6)mm^4
d) 5625(10^6)mm^4
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