-75mm 4.5 mm 50 mm 3mem

Determine the maximum deflection for the beams shown in Fig. below:

2C. For the T-beam shown, determine the centroid of the beam and the second moment of inertia about the horizontal centroidal axis. Will the second moment of inertia about the x-axis (lx) be larger, equal to or smaller that the ly value? |Ye= Ix > ly in in 1x = ly 1 in A 3.5 in I, < ly 8 in in 8 in (Circle One) 1 in

Please help me  3. Solve the moment of inertia of the cross-section of the beam about the neutral axis. Show computation and box your answer.

The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is (a) 6.86 (c) 4.38 100N W 0.6m 10mm 0.6m (b) 8.86 (d) 6.34

See photo for question details

3. For the structure shown beneath, calculate the minimum value for the moment of inertia that would limit the vertical deflection at point E to a maximum of 25 mm knowing that the beams and the columns are of the same cross-section and E = 200 GPa. 9 m 12 kN/m 15 kN/m 10 m D 5m 1523 6 m

Determine the deflection by double integration at the middle of the simply supported beam shown. 10 kip R₁ PIE 3 ft 3 ft 1.5 kip/ft 6 ft R₂

EM6

Determine static indeterminacy of beam