CIV2225 Study Guide - Final Guide: Shear Force

• School: Monash University
• Department: Engineering - Civil
• Course: CIV2225
• Professor: All

Document Summary

Q1 (a) s = 1. 774x107 mm3 (b) whole section slender (c) ms = 3038 knm (d) a = 383mm, b = 736mm. Q2 (a) option 2: nt = 1172 kn (b) h = 34mm. Q3 (a) nc = 885 kn (b) msy = 807 knm (c) m* = 62 knm. Q4 (a) tw = 8. 6 mm (b) m12 bolts, combined action = 0. 61 < 1, ok. Q1 (a) section a: whole section slender; section b: whole section non-compact (b) section a: ms = 435 knm; section b: ms = 652 knm. Q2 (d) option 1: nt = 594 kn; option 2: nt = 528 kn (e) h = 52mm. Q3 (a) n*=50kn, m*=7knm (b) ns = 195 kn (c) no. From interaction, nc must be at least 556kn > ns. It is impossible to get to this capacity for any column length.