Calculate the moment of inertía of the shaded area about the x-axis. 76 mm 26 mm – 46 mm →-46 mm Answer: Ix - i (106) mm4

=30mo 4. Given: Shaded area below Find: Product of inertia with respect to x- and y-axis (Ixy) ays post hOITU enimme OR y ne -100 mm g bas zinomom 200 mm 1 y 50 0 00

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Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 2- find the moment of inertia Ix of the triangle part (mm?) -100 mm--100 mm--150 mm 150 mm 75 mm 150 mm Select one: O 450.06*106 O 337.5*106 O 112.5*106 O None

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5:18 M LAZ Zoom Leave V ERIALS/1ST%20sem/CE%20PC%20313/Structural%20Analysis%20by%20Aslam%20.. Sign in ... TU IL TO IL El = constant E = 29,000 ksi I = 4,000 in.4 FIG. P6.16, P6.42 64 k t point A C В 9 ft 9 ft- -18 ft El = constant E = 29,000 ksi I = 500 in.4 FIG. P6.17, P6.43 6.18 through 6.22 Determine the smallest moment of inertia I required for the beam shown, so that its maximum deflection does not execed the limit of 1/360 of the span length (i.e., Amax < L/360). Use the moment-area method. C 60 kN 300 kN - m A B. .1 Unmute Start Video Share Participants More II

Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 1- find the moment of inertia Ix of the full rectangular part (mm?) F100 mm--100 mm--150 mm T 150 mm 75 mm 150 mm Select one: O 450*106 O 1.8*109 O 450.06*106 O None

write the half range Fourier series of sine mode for the loading function of simply supported beam