Find the centroid of the steel I-beam (X, Y) and determine the moment of inertia (second moment of area) of this beam about both its centroidal axes (x1-X1 and yı-yı). Clearly state the location of the centroid and the moments of inertia of the section. Note that the section is not symmetric about y1-yı. 400 mm オ120mm 220mm K10mm x, 元 (20mm 40mm 200mm ww 009

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Q: DETERMINE THE DEFLECTION AT POINT D OF THE BEAM SHOWN.

A: I1 = 16 ×108 mm4 I2 = 12 × 108 mm4 E = 210GPa = 2.1 × 105 N/mm2

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Q: B 0.9 M 900 N 0.6 M 2.4 m A.

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Q: For the beam shown, find () to mak. Pz. The deflection at c equal to Zuro ? P2 hinge 售 山

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Q: 1. Determine the x and y components and the n-t components of force F acting on the sector shown.

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