3. For the cables shown in Figure ST – 064 1. Compute the tension in each segment if P = 400 N. 2. Compute P in Nif yo = 3 m. 1m 4 m 2.5 m 1.5 m Figure ST - 064 30 kN

AT-section is the cross section of a loaded beam as shown. Given: U1-32 kN/m; M1 = 100 kN-m; P1=120 kN a.) Draw the shear diagram using graphical solution b.) Determine maximum shearing stress. c.) Determine the shearing stress at the junction of the T-section. 200 mm 32 M- 100 P-120 16 ト 4"L 6 m) 20 mm CS Scanned with CamScanner 100 mm ww Os

A 200-Ib block is suspended from an inextensible cable which is wrapped around a drum of 1.3-ft radius rigidly attached to a flywheel. The drum and flywheel have a combined centroidal moment of Inertia IG=10 Ib-ft-s^2 At the instant shown, the velocity of the block is 5 ft/s directed downward. Knowing that the bearing at A is poorly lubricated and that the bearing friction is equivalent to a couple M of magnitude 60 Ib-ft, determine the work or U1->2 (in ft-Ib) after it has moved 4.2 ft downward

■ Determine the maximum tension force T for the three cases in the figure. ■ Consider only the resistance from the angle. 100 myn 5275 tomm TEM 10mm I 1/20mm Typical хот tom томил Вотик Вэтаа Somm T T