Detailed procedures for designing beams, columns, and ties using the limit state approach.
: Oxford University Press publishes the official physical and digital e-book versions.
If you find a scanned PDF missing Chapter 14 or the appendix of section properties, it is useless. Legal digital copies have full tables. Detailed procedures for designing beams, columns, and ties
Modes of failure: Yielding of gross section, rupture of net section, and block shear. Design of lug angles and tension splices. 5. Compression Members Buckling curves, effective length, and slenderness ratios. Design of built-up columns using lacings and battens. Column bases (Slab base and gusseted base design). 6. Flexural Members (Beams) Lateral-torsional buckling of laterally unsupported beams. Web buckling, web crippling, and shear capacity. Design of built-up beams and gantry girders. 7. Advanced Structural Elements
Connections are often the most critical parts of a steel structure. The book thoroughly explains the behavior, failure modes, and design of: Legal digital copies have full tables
Design of steel structures : Subramanian, N. (Narayanan), 1951
High material efficiency, reducing total steel weight and cost. Assumed implicitly by keeping working stresses low. he is a practicing structural engineer.
Dr. Subramanian is not just an academic; he is a practicing structural engineer. This book is filled with practical tips, "notes" sections, and warnings about common design pitfalls that you won’t find in government codes.