- Structural Analysis Techniques Coursework Based On The Statically Indeterminate Beam Arrangement Shown Below Complete 1 (88.43 KiB) Viewed 50 times
L2 = 5m
L3 = 5m
P1 = 200kn
P2 = 100kN
Structural Analysis Techniques: Coursework Based on the statically indeterminate beam arrangement shown below, complete the following: Part 1: i. Using the flexibility method, determine the support reactions for the loaded beam: [ 15 marks ] ii. Indicate all significant values, draw the shear force diagram and bending moment diagram for the beam. [ 10 marks ] iii. Evaluate the deflection expression for the loaded beam. [ 8 marks ] iv. Identify the location of the maximum deflection in the beam to 2 decimal places. [5 marks ] v. Calculate the numerical value of the maximum deflection in the beam. [2 marks] (Note: flexural rigidity, El= 162535.8 kNm2, 106 kNmm²= kNm2. Values for P1, P2, and lengths are given separately) [Total 40 marks ] P1 P2 1 х Х L1 L2 L3 (A B C D