Determine the vertical deflection at point D. E=29x106 lbs/in² 320 klb-pie 40 klb embedment 20 pies s 1,-2000 pl 8 pies C 40 klb- 1-1500 pla 8 pics D

20 KN 2 m A B 4 kN/m 5 m Problem 10 kNm 30 KN hinge 2 m

0.3m 40 KN Icm 5cm 7cm 0,5m 5cm Icm 10 kNm 0.2m Find deflection of the beam at the point where 40kN force is acting and the slope at the supports.

Plot the load-deflection diagram for a pinned-end column with eccentric axial loads (see figure) if the eccentricity e of the load is 5 mm and the column has a length L = 3.6 m, moment of inertia L = 9,0 × 106 mm4, and modulus of elasticity E = 210 GPa. Note: Plot the axial load as ordinate and the deflection at the midpoint as abscissa.

Beam loaded as shown in Fig. P-404. 2000 lb M = 4800 lb-ft D 3 ft RA 6 ft 3 ft Ro Figure P-404

For the vertical rod as shown, find the deflection at A and the stress distribution. Use E-100 MPa and weight per unit volume equal to 0.06 N/cm3. (Hint: Introduce weight contribution to the nodal loads and solve using two elements and four elements.) Comment on the stress distribution. a) Use 2 & 4 elements with linear shape functions. b) Use 2 elements with quadratic shape functions. 1.6m C A -Area - 2500 cm² 8 Area - 1500 cm²

Find free-end deflection by moment area method and check using double integration method.

A 0.5kg weight is hung from the end of a cantilever beam, causing a vertical displacement of y = -0.01 inches relative to no load. The weight is increased to 1.0kg. What is the new displacement relative to no load?   Typed and correct answer please. I ll rate

After greetings, How to solve this problem and what’s the final answer? AND THANK YOU VERY MUCH.

Help asap, how can I determine the deflection at point A, B, C, D and E? If E=200MPa and Ixx=169000mm4