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2.3.7 Torsion per Publication T114 2 - 9
2.3.8 Design of Web Tapered Sections 11
2.3.9 Slender compression elements 11
2.4 Design Parameters 11
2.5 Code Checking 18
2.6 Member Selection 19
2.6.1 Member Selection by Optimization 20
2.6.2 Deflection Check With Steel Design 20
2.7 Truss Members 20
2.8 Unsymmetric Sections 21
2.9 Composite Beam Design as per AISC-ASD 21
2.10 Plate Girders 23
2.11 Tabulated Results of Steel Design 23
2.12 Weld Design 26
2.13 Steel Design per AASHTO Specifications 29
2.14 Steel Design per AISC/LRFD Specification 56
2.14.1 General Comments 56
2.14.2 LRFD Fundamentals 57
2.14.3 Analysis Requirements 58
2.14.4 Section Classification 59
2.14.5 Axial Tension 59
2.14.6 Axial Compression 60
2.14.7 Flexural Design Strength 61
2.14.8 Combined Axial Force And Bending 61
2.14.9 Design for Shear 61
2.14.10 Design Parameters 62
2.14.11 Code Checking and Member Selection 64
2.14.12 Tabulated Results of Steel Design 65
2.14.13 Composite Beam Design per the American LRFD
3rd edition code 66
2.15 Design per American Cold Formed Steel Code 73
2.16 Castellated Beams 2 - 82
Section 3 American Concrete Design 3 -
3.1 Design Operations 3 - 1
3.2 Section Types for Concrete Design 2
3.3 Member Dimensions 2
3.4 Design Parameters 3
3.5 Slenderness Effects and Analysis Consideration 6
3.6 Beam Design 7
3.6.1 Design for Flexure 7
3.6.2 Design for Shear 8
3.6.3 Design for Anchorage 8
3.6.4 Description of Output for Beam Design 9
3.6.5 Cracked Moment of Inertia – ACI Beam Design 12
3.7 Column Design 13
3.8 Designing elements, shear walls, slabs 18
3.8.1 Element Design 3 - 18