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SB1 Commentary on Structural Steel Design
SB3 Plastic Analysis and Design
16 other sections not shown
AISC applied approximate ASCE assumed axial force axial load behavior bending bolt bracing buckling building frames calculated cantilever capacity coefficient composite beams compression compression members construction crack curve deflection deformation determined developed displacements drift ductility dynamic earthquake elastic-plastic encased Engineering equations failure fatigue flange flexural floor fracture girders gravity loads horizontal hysteretic increase inelastic instability joint lateral loads limit Limit States Design linear Linear Programming load factor maximum method obtained optimization P-A effect panel plastic analysis plastic design plastic hinges plate precast problem procedure Programming ratio reduced reinforced concrete residual stresses resistance response rigid rotation shear connectors shear strength shear walls shown in Fig slab solution stability static steel beam steel buildings steel columns steel frame steel structures stiffness story strain strength structural steel tall buildings tests torsional truss tube ultimate unbraced values vibration Wakabayashi welded wind load yield strength yield stress