4) A cantilever beam supports a uniformly varying load and a couple as shown in the figure. If EI = 300.65 kN-m², determine the value of maximum deflection in millimeters.

The beam shown below is subjected to two 4 kN concentrated loads located 1.5 meters from each support. The bending moment diagram for the beam is plotted. Using the moment-area method, determine the deflection at point С. (A Assume E=200GPA, I=4×106 mm4) 4 kN 4 kN VD А В D00. 1.5 m 3 m 1.5 m 6 Bending Moment Diagram (kN.m) +

Using double integration method

Determine the maximum deflection of the beams given below using Area-MomentMethod.

Determine the deflection at point C of the beam shown using the Virtual Work Method. (You can verify using other methods in your solution sheet, but the Virtual Work Method solution is required). Answer in mm, 2 decimal places, and positive value only 30 kN/m A C 4.5 m t1.5 m- El = constant %3D E = 200 GPa I=1500 (10) mm

In the beam loaded as shown below, determine the deflection under point B. Determine also the maximum midspan defections (use cross Section of beam is 150mm x 320mm and E= 9.50GPa

Determine completely the deflection and rotation at point C of the beam shown using: 1.) Double Integration 2.)Area moment 3.) Conjugate method Just pick two method. Given: E=200 GPa |=250x10^6 mm^4 w=10KN/m L1=6m L2=4m w (kN/m) A В Li L2 RA RB

Two hard rubber blocks [G =300 kPa] are used in an anti-vibration mount to support a small machine as shown. Determine the downward deflection that will occur for an applied load of P = 860 N. Assume a = 16 mm, b = 58 mm, and c = 80 mm. O 5.11 mm O 4.73 mm O 4.19 mm O 6.93 mm O 6.42 mm

Determine the slope and deflection of the beam shown at point D using Conjugate Beam Method