N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35' 15.22"E 1122.293 m

The area of the green section is 13,222 mm-. It has the following moments of inertia with respect to the x- and y-axes: I, = 344 × 10° mm* and I, = 507 x 106 mm4. X. y y' 100 mm 119 mm Determine the centroidal moments of inertia I, I,, and , in mm* and the corresponding radii of gyration k, k, 'x" y'" X"'y" and k, in millimeters. 4.7e+06 X 2.12e+08 mm4 mm 4 mm k mm = mm mm

Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.