Handbook of Civil Engineering Calculations

Combined Flexure and Compression in Beam-Columns in a Braced Frame

Selection of a Concrete-Filled Steel Column

Determining Design Compressive Strength of Composite Columns

Analyzing a Concrete Slab for Composite Action

Determining the Design Shear Strength of a Beam Web

Determining a Bearing Plate for a Beam and Its End Reaction

Determining Beam Length to Eliminate Bearing Plate

Part 3: Hangers and Connections, Wind-Shear Analysis

Design of an Eyebar

Analysis of a Steel Hanger

Analysis of a Gusset Plate

Design of a Semirigid Connection

Riveted Moment Connection

Design of a Welded Flexible Beam Connection

Design of a Welded Seated Beam Connection

Design of a Welded Moment Connection

Rectangular Knee of Rigid Bent

Curved Knee of Rigid Bent

Base Plate for Steel Column Carrying Axial Load

Base for Steel Column with End Moment

Grillage Support for Column

Wind-Stress Analysis by Portal Method

Wind-Stress Analysis by Cantilever Method

Wind-Stress Analysis by Slope-Deflection Method

Wind Drift of a Building

Reduction in Wind Drift by Using Diagonal Bracing

Light-Gage Steel Beam with Unstiffened Flange

Light-Gage Steel Beam with Stiffened Compression Flange

1.150

1.156

1.159

1.161

1.163

1.164

1.166

1.167

1.168

1.169

1.171

1.172

1.175

1.176

1.178

1.179

1.180

1.181

1.182

1.183

1.186

1.188

1.191

1.193

1.195

1.196

1.197

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