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Design Tables for steel Grades Part 1: 43, 50 & 55 Part 2: 43 Pre 89, 50 Pre 89 & 55 Pre 89 ColumnsBS449 UB, UC, RSJ, UB Piles, RSc, CHS, SHS & RHS Members in Axial Compression by Dr Shaiq Khan BEng (Civil), MEng, PhD, PE, CEng, FIStructE November 1998 Techno Consultants Ltd 117 Portland Street, Manchester, England M1 6ED File: Template: Columns BS449 User Notes Page-1 CONTENTS SECTION PREFACE 1- INTRODUCTION 2- USING ColumnsBS449 IN WINDOWS 97/ 98 3- USED STRESSES FOR VARIOUS GRADES 4- USED STRESSES FOR CALCULATING SAFE LOADS Table 1 Used Yield Stresses for Various Grades & Material Thicknesses Table 2- Used Allowable Tension and Bending Stresses Table 3 Used Allowable Stress pc in Compression for Slenderness Ratios of 0 (Reference Appendix B of BS449) Table Used Allowable Compressive Stresses: Grade 43 steel , Material Thickness 0 to 16 mm Table Used Allowable Compressive Stresses: Grade 43 steel , Material Thickness 16 to 40 mm Table Used Allowable Compressive Stresses: Grade 43 steel , Material Thickness 40 to 63 mm Table Used Allowable Compressive Stresses.

Design Tables for Steel Grades Part 1: 43, 50 & 55 Part 2: 43 Pre 89, 50 Pre 89 & 55 Pre 89 ColumnsBS449 UB, UC, RSJ, UB Piles, RSc, CHS, SHS & RHS

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