The figure below shows a series of beams with varied supports and connections. The right side of the of the system includes a rigid beam / column frame. In the grid lines provided below, draw the deflected shape of the entire system. Assume all members are weightless

Need help asap pls. The beam is shown below. The cross-section of the beam is 250 mm x 400 mm. Take note that the modulus of elasticity of the steel is 200 GPa. Using Moment-Area Method, determine the following: a. Deflection at the right-end of the beam. b. Deflection at the midspan of the beam. Note: Complete solution with figures. Express your intermediate answers with FRACTION and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS.

The figure as shown below is a rigid bar (ABCD) which was supported thru pin at B. Two bars was also connected, Bar CE and Bar DF with corresponding cross-sectional area and Modulus of Elasticity. If P is equivalent to SN kN, the diameter at pin B is Blank 1 mm.   SN=78

The rigid beam shown in the Figure is fixed at the top by two posts (dext = 40mm), one in AISI 4340 steel and the other in 6063-T6 aluminum. The posts are 500 mm long when no load is applied to the beam. Calculate the longitudinal displacements (δAl , and δFe) and the half stresses (σAl , and σ Fe) in the posts. Determine the angle of inclination of the beam (in degrees) when a homogeneously distributed load of 400 kN/m is applied. Calculate the factors of safety. Use E Fe = 200 GPa , and Eal = 70 GPa. Elastic limit AISI 4340 (Sy = 786 MPa), and AA6063-T6 (Sy = 214 MPa)   (answers:/ δAl  =  -1.14 mm ;  δFe = -0.40 mm σAl  = -159 Mpa ;  σFe = -159 Mpa ; angle ≈ 0.04° FSAL = 1.3  FSFE = 4.9)