CIVE 462 Study Guide - Final Guide: Buckling, Bearing Capacity, List Of Dance Dance Revolution Video Games

• School: McGill University
• Department: Civil Engineering
• Course: CIVE 462
• Professor: Colin A Rogers

Document Summary

Failure in axial tension (tr tf: gross cross-section yielding: tr= ag fy [cl. 12 & 13. 2 hb 1-27 & 1: net cross-section fracture, bolt connection shear lag [cl. 12. 3. 3. 2 hb 1-28 ] (ane = 0. 80 an: weld connection shear lag (1-11) [cl. 12. 3. 3. 3 hb 1-28: block shear failure (bolts) (1-3) [cl. 13. 11 hb 1-42: plug shear failure (1-6) Failure in axial compression (cr cf: axial compressive resistance (considering squash and euler buckling) (1-12) [cl. 13. 3] -> get cr from [hb 4-24: check slenderness limits, member. If grade 350w, can find mr from [table hb 5-86] If grade 350w, can find mr from [table hb 5-86: check shear resistance (vr vf) 13. 4 hb 1-34: check deflexion ( beam allow) using specified loads (1-19, get allow from (1-20) [table d-1 hb 1-146, get beam from [hb 5-146] Combined axial and bending: axial tension and bending [cl. 13. 9 hb 1-42] (4-1: axial compression and bending [cl.