Analyze the frame in Figure P10.29. Compute reactions. Use IBC = 200 in. and IAB = ICD = 150 in.. all E is constant. A B 100 kip.ft 15-20 P10.29 D C 20' 20'

6. A force P of magnitude 330 lb acts on the frame shown at point E. (a) Determine the rectangular representation of Force Vector P. (b) Determine the moment of P about point O. (c) Determine the moment of P about a line joining points 0 and D. 7.5 in. E 7.5 in 30 in H 10 in. 10 in.

Solve it by slope deflection method.. Where R=99

1. Two cylindrical rods, CD made of steel (E = 29 Msi) and AC made of aluminum (E = 10.4 Msi), are joined at C and restrained by rigid supports at A and D. Determine (a) the reactions at A and D, and (b) the deflection of point C. 8 in. A 10 in. 18 kips 1-in. diameter 10 in. 14 kips 1-in. diameter

Compute the reactions and draw the shear and rnoment curves for the beam in the Figure. Given: E = 200 Gra and I = 120 × 106 mm* B w = 40 kN/m C. 15m 5 in 5m 5m E RES

Use Area-Moment Method in solving the Problem.

Homework: The pin-connected structure of Figure below has the 2400 N.mm moment applied to member CDE. Neglecting the weights of all members, determine the horizontal and vertical components of the pin reaction at E on member CDE. 200 N/mm 2400 N.mm 3 mm Smooth slot 50 N/mm 3 mm A 8 mm 2 mm 3 mm

P10.29. Analyze the frame in Figure P10.29. Compute all reactions. Use IBC = 200 in. and IAB = ICD = 150 in.. E is constant. A B 100 kip.ft ☐ Problems 463 15 20 P10.29 D C 20' + 20' 1

P11. Analyze the given indeterminate beam using the three-moment equation. Then draw the shear and moment diagram. EI is assumed to be constant.

The motion of pin P is guided by slots cut in rods AD and BE. Knowing that bar AD has a constant angular velocity of 4 rad/s clockwise and bar BE has an angular velocity of 5 rad/s counter-clockwise and is slowing down at a rate of 2 rad/s², determine the velocity(m/s) of P for the position shown. P 150 mm 150 mm B A Select the correct response(s): 3.36 4.32 2.26 6.22 7.71 5.42 00000 100 mm 300 mm