- The Vertical I Beam Cross Section Column Shown In Fig Q3 Is Fixed Free Ends Assuming The Young S Modulus E For The C 1 (94.58 KiB) Viewed 29 times
Allowable load =140
Please solve each part of this question.. Regards.
The vertical I-Beam cross section column shown in Fig. Q3 is Fixed - Free ends. Assuming the young's modulus E for the column material is 200 GPa, oy = 250 MPa, L values are given in Table Q3 below. Please Use the dimensions given in Table Q3 below 1) Determine the critical load P that can be applied to the column without failure. 2) If the allowable load for this column is (Allowable Load) KN, determine the Factor of Safety (FS). 3) Do you think this column will yield before it buckled? 4) Draw (Length - Critical Load Graph) Using a range of column length (6m - 12m) with 0.5m interval and discuss the length effect according to the obtained graph. 5) Discuss the main factors influencing on Buckling behavior MEC_AMO_TEM_035_04 Page 6 of 17 Stress Analysis (MECH0018.1) - Spring - 2022-CW (Assignment 2) - Session A-QP P X Х у z Ix = 122X106 mm A у = W360 x 44 ly 8.18X106 mm4 A = 5730 mm2 х Figure Q3: 1-Beam Cross Section Column