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Steel Manual: 15th Edition
Section
W - Shapes
C - Shapes
Single Angle
WT Shapes
Rectangular HSS
Square HSS
Pipes
Double Angle
Coefficient of Thermal Expansion
Steel Grades (Fy and Fu)
Lateral Bracing and W - Shapes by (Zx)
W - Shapes by (Ix)
Maximum Total Uniform Load
W - Shapes (Moment vs. Unbraced Length)
Rect. HSS Flexural Strength
Plate Deflection Controlled
Composite W - Shapes
Shear Stud Anchor
Beam Diagrams
Avail. Strength in Axial Comp. (W)
Avail. Strength in Axial Comp. (HSS)
Avail. Strength In Axial Comp. (Double Angles)
Avail. Crit. Stress for Comp. Members
Avail. Strength in Tens. Comp. (W)
Avail. Strength in Tens. Comp. (HSS)
Avail. Strength In Tens. Comp. (Double Angles)
Combined Forces; Axial and Flexure
Avail. Tens. Strength of Bolts "BOLT STR TABLE
Avail. Bearing/Tearout Strength of Bolts
Coefficients of Eccentrically Loaded Bolts
Bolt Dimensions
Weld Strength
Weld Symbols
Coef. Of Eccentrically Loaded Weld Groups
Prying Action
Elastic Section Mod. Of Coped WF
Block Shear Table
Beam Bearing Constants
Simple Bolt Connection
Simple Weld Connection
Shear end Plate Connection
Unstiffened Seated Connections
10-83
10-93
14-5
14-21
16.1-xxvii
16.1-13
16.1-19
16.1-23
16.1-29
16.1-33
16.1-45
16.1-71
16.1-77
16.1-87
16.1-113
16.1-117
16.1-127
16.1-137
16.1-143
16.1-149
16.1-197
16.1-237
16.1-249
16.1-571
16.3-vii
17-25
Bolted/Welded Stiffened Seated Connection
Shear Tab Connection
Base Plate
Anchor Rod Sizing
Symbols
Ch. B: General Design
Width/Thickness Ratio: Compact Slender Members
Ch. C: Stability
Ch. D Tension
Ch. E: Compression
Ch.F: Flexure
Ch. G: Shear
Ch. H: Combined Forces
Ch. I: Composite Members
Ch. J: Connections
Welds
Bolts
Connecting Elements and Block Shear
Web Concentrated Loading
Ch. K: HSS Connections
Appendix 3: Fatigue
Appendix 6: Stability Bracing
Appendix 8: 2nd Order Analysis
(K) Effective Length Factor
Code of Standard Practices
Densities of Materials