- Table 2 No Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad Mh F Alsarihi Ga03844 Abdullah N F B S Alota 1 (79.14 KiB) Viewed 15 times
- Table 2 No Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad Mh F Alsarihi Ga03844 Abdullah N F B S Alota 2 (79.14 KiB) Viewed 15 times
- Table 2 No Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad Mh F Alsarihi Ga03844 Abdullah N F B S Alota 3 (87.24 KiB) Viewed 15 times
Table 2 No. Student Name and Number GA03824 Eied MH S Alantari GA03836 Saad MH F Alsarihi GA03844 Abdullah N F B S Alotaibi GA03935 Badah A S H Alajmy GA03951 Fares M A A Almutairi GA03977 Abdulmajeed A D Th R Alotaibi GA03989 Bader NAS M Alrashidi GA03992 Mohammad M M M M Alzuabi GA04017 Hamad M.F.J. Saidi 1 2 3 4 5 6 7 8 9 Cross- sectional area, A (mm²) 10 15 20 25 30 35 40 45 50 Frame Height and Width, H (m) 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Load Py (KN) 50 20 40 40 30 10 30 50 20 Load, Px (kN) 20 50 20 30 40 30 50 30 50
2. Consider the three - bar truss shown in Figure 2. The material of the bar has Young's modulus E = 210 GPa. The cross-sectional area A, height and width of frame H, and concentrated load P is given in the Table 2. Each student has to use different value as given in the Table 2. Using three linear finite elements by assigning your own nodes and elements number, (a) Calculate the structural stiffness matrix K for the entire frame. (10 Marks) (b) Solve for the unknown displacements. (6 Marks) (c) Compute the stress in all elements. (6 Marks) (d) Review the results obtained in (c) in terms of structural design safety if the allowable stress is 350 MPa. (3 Marks) Pv H Figure 2 H Y X