## engineering calculations

SECTION 1

STRUCTURAL STEEL

ENGINEERING

AND DESIGN

MAX KURTZ, P.E.

Consulting Engineer

METRICATED BY

GERALD M. EISENBERG

Project Engineering Administrator

American Society of Mechanical Engineers

Part 1: Statics, Stress and Strain, and Flexural Analysis

PRINCIPLES OF STATICS; GEOMETRIC PROPERTIES OF AREAS

Graphical Analysis of a Force System

Analysis of Static Friction

Analysis of a Structural Frame

Graphical Analysis of a Plane Truss

Truss Analysis by the Method of Joints

Truss Analysis by the Method of Sections

Reactions of a Three-Hinged Arch

Length of Cable Carrying Known Loads

Parabolic Cable Tension and Length

Catenary Cable Sag and Distance between Supports

Stability of a Retaining Wall

Analysis of a Simple Space Truss

Analysis of a Compound Space Truss

Geometric Properties of an Area

Product of Inertia of an Area

Properties of an Area with Respect to Rotated Axes

ANALYSIS OF STRESS AND STRAIN

Stress Caused by an Axial Load

Deformation Caused by an Axial Load

Deformation of a Built-Up Member

Reactions at Elastic Supports

Analysis of Cable Supporting a Concentrated Load

Displacement of Truss Joint

Axial Stress Caused by Impact Load

Stresses on an Oblique Plane

Evaluation of Principal Stresses

Hoop Stress in Thin- Walled Cylinder under Pressure

1.87

Part 2: Structural Steel Design

STEEL BEAMS AND PLATE GIRDERS

Most Economic Section for a Beam with a Continuous Lateral Support

under a Uniform Load

Most Economic Section for a Beam with Intermittent Lateral Support

under Uniform Load

Design of a Beam with Reduced Allowable Stress

Design of a Cover-Plated Beam

Design of a Continuous Beam

Shearing Stress in a Beam — Exact Method

Shearing Stress in a Beam — Approximate Method

Moment Capacity of a Welded Plate Girder

Analysis of a Riveted Plate Girder

Design of a Welded Plate Girder

STEEL COLUMNS AND TENSION MEMBERS

Capacity of a Built-Up Column

Capacity of a Double- Angle Star Strut

Section Selection for a Column with Two Effective Lengths

Stress in Column with Partial Restraint against Rotation

Lacing of Built-Up Column

Selection of a Column with a Load at an Intermediate Level

Design of an Axial Member for Fatigue

Investigation of a Beam Column

Application of Beam-Column Factors

Net Section of a Tension Member

Design of a Double- Angle Tension Member

PLASTIC DESIGN OF STEEL STRUCTURES

Allowable Load on Bar Supported by Rods

Determination of Section Shape Factors

Determination of Ultimate Load by the Static Method

Determining the Ultimate Load by the Mechanism Method

Analysis of a Fixed-End Beam under Concentrated Load

Analysis of a Two-Span Beam with Concentrated Loads

Selection of Sizes for a Continuous Beam

Mechanism-Method Analysis of a Rectangular Portal Frame

Analysis of a Rectangular Portal Frame by the Static Method

Theorem of Composite Mechanisms

Analysis of an Unsymmetric Rectangular Portal Frame

Analysis of Gable Frame by Static Method

Theorem of Virtual Displacements

Gable-Frame Analysis by Using the Mechanism Method

Reduction in Plastic-Moment Capacity Caused by Axial Force

LOAD AND RESISTANCE FACTOR METHOD

Determining If a Given Beam Is Compact or Non-Compact

Determining Column Axial Shortening with a Specified Load

Determining the Compressive Strength of a Welded Section

Determining Beam Flexural Design Strength for Minor- and

Maj or- Axis Bending

Designing Web Stiffeners for Welded Beams

Determining the Design Moment and Shear Strength of a Built-up

Wide-Flanged Welded Beam Section

Finding the Lightest Section to Support a Specified Load

1.88

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

No comments yet.

## Leave a Reply