! Required information Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 x 106 psi. -24 in. B 10 lb/in. V 16 in. 48 in. 200 lb D -8 in. d Determine the deflection at point B. (Round the final answer to four decimal places.) The deflection at point B is 1503 in. J.

Determine X for the deflection at D. Determine X for the deflection at A. Show your work neatly please.

iuviv, I this problem I am supposed to find Iu, Iv, Iuv but I keep getting wrong answers I think I may be using mores circle incorectly

The rigid bar AD is supported by two steel wires of 1/16 in. diameter (E = 29 x 10° psi) and a pin and bracket at A. Knowing that the wires were initially taut, determine (a) the additional tension in each wire when a 220-lb load P is applied at D. (b) the corresponding deflection of point D. F 8 in. E 10 in. -A B D 12 in. 12 in. 12 in. Answer for (a), Pe = Ib, PcF = Ib Answer for (b), ôp = inches (magnitude only) Note: use up to 3 significant figures

5. Given the beam loaded as shown, determinethe deflection at the free end in terms of EI. Use Conjugate Beam Method 6 kN/m A BA 8 m- -8 m- 24 kN 72 kN

Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. For the loading shown and knowing that E, = 200 GPa and Eb = 105 GPa, determine the deflection of point C. Sc A um →>> Dimensions in mm 120 180130- Steel B 65 KN 40-mm diam. D Brass 120 E 50 KN 30-mm diam.

Plate 1C - Conjugate Beam Method Determine the Deflection at the internal hinge in inches unit. Use the Conjugate Beam Method. Distances are in feet. Show complete Solutions 12k 12k 16k/ft E = 29x10³ ksi I= 400 in4 hinge A В TITT C 8' 5' 5' Technology Driven by (nnovation FRU ALARANG RULMAN U TRCH [ Select ] v What is the Vertical Reaction at A? [ Select ] v What is the Moment at A? [ Select ] v What is the Vertical Reaction at B? [ Select ] v What is the slope at point B in radians??

Solve for me All no explanation just solve All situations ok

Solve all no explanation need just solve what im asking its easy for u just solve all ok. Thanks ?

А L B 425 mm C 1,000 mm V P A steel bar (1) and an Aluminum bar (2) are connected to a rigid angle ACD. Assuming: • Steel [E = 200 GPa] bar (1) is 6mm x 40mm x 600mm long. • Aluminum [E = 70 GPa] bar (2) is 10mm x 40mm x 600mm long. Poisson's ratio, v = 0.35 • A distance L of 500mm. a)Determine the force P (in kN) required to stretch the Aluminum bar by 1mm. Enter the force, P, into the d21 answer box (in kN, 3 sig digs). b) Determine the final width and thickness of the Aluminum bar. (1) Your Answer: