- Table 1 No 1 2 3 4 5 6 7 8 9 Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad M H F Alsarihi Ga03844 Abd 1 (85.04 KiB) Viewed 13 times
- Table 1 No 1 2 3 4 5 6 7 8 9 Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad M H F Alsarihi Ga03844 Abd 2 (85.04 KiB) Viewed 13 times
- Table 1 No 1 2 3 4 5 6 7 8 9 Student Name And Number Ga03824 Eied Mh S Alantari Ga03836 Saad M H F Alsarihi Ga03844 Abd 3 (70.89 KiB) Viewed 13 times
Table 1 No. 1 2 3 4 5 6 7 8 9 Student Name and Number GA03824 Eied MH S Alantari GA03836 Saad M H 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 Cross- sectional area, A (mm²) 200 210 220 230 250 280 290 280 300 KKKH4313: TEST 1 Column Load Load, Load Length, P₁ P₂ P3 L (KN) (kN) (KN) (m) 50 20 40 20 50 20 40 20 50 40 30 10 30 40 30 10 30 40 30 50 20 50 30 50 20 50 30 6 5 4 3 2 2.5 3.5 4.5 5.5
Answer ALL questions using MS Excel. 1. An interior column in a multistorey building is subjected to axial loads from different floors, as shown in Figure 1. The elastic modulus of the material is E-200 MPa. The cross-sectional area A, length of column L and concentrated load P is given in the Table 1. Each student has to use different value as tabulated in the Table 1, (a) Determine the axial displacements at the storey levels using three linear finite elements. (12 Marks) (b) Compute the axial strain and determine the stress distribution in the column. Comment on the stress distribution obtained. (13 Marks) P3 P₂ P₁ Figure 1 Nm Nm Nm