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  • Introduction of Design of steel structures
    • Degrees of Freedom and Indeterminacy
    • Elastic and Plastic Behavior of Steel
    • Reduced Plastic Moment Capacity Due to Force Interaction
    • Use of Computers for Elastoplastic Analysis
    • Theorems of Plasticity
    • Introduction to Steel Structures
    • Statically Indeterminate Structures—Direct Stiffness Method
    • Moment–Curvature Relationship in an Elastic–Plastic Range
    • Shear Force
    • Effect of Force Interaction on Plastic Collapse
    • Member Stiffness Matrix
    • Elastic–Plastic Behavior
    • Concept of Yield Surface
    • Distributed Loads in Elastoplastic Analysis
    • Coordinates Transformation
    • Fully Plastic Section
    • Yield Surface and Plastic Flow Rule
    • Displacement Transformation
    • Plastic Hinge
    • Derivation of General Elastoplastic Stiffness Matrices
    • Assembly of Structure Stiffness Matrix
    • Comparison of Linear Elastic and Plastic Designs
    • Calculation of Member Forces
    • Limit States Design
    • Stiffness Matrix and Elastoplastic Analysis
    • Treatment of Internal Loads
    • Overview of Design Codes for Plastic Design
    • Treatment of Pins
    • Temperature Effects
    • Temperature Gradient
    • General Elastoplastic Analysis of Structures

  • Analysis and Design of Tension Members
    • Introduction of Limit Analysis by Linear Programming
    • Plastic Rotation Capacity
    • Serviceability Limit State Requirements
    • Introduction to Metallurgy of steel
    • Introduction to Limit State Design
    • Bolted connections
    • Design strength due to yielding of gross section
    • Continuous Beams and Frames
    • Limit Analysis Theorems as Constrained
    • Plastic Rotation Demand
    • Ultimate Limit State Requirements
    • Strengthening structural steels
    • Bolts and bolting
    • Design strength due to rupture of critical section
    • Application to Portal Frames
    • General Description of the Discrete Plane Frame Problem
    • Effect of Settlement
    • Inclusions and alloying elements in steel
    • Shear connections with bearing type bolts
    • Calculation of Member Forces at Collapse
    • A Simple MATLAB Implementation for Static Limit Analysis
    • Modified End Actions Due to Settlements
    • Mechanical properties of steel
    • Shear connection with HSFG bolts
    • A Note on Optimal Plastic Design of Frames
    • Effect of High Temperature
    • The manufacturing of steel structures
    • Tension connections with bearing and HSFG bolts
    • Critical Temperature Evaluation in Elastoplastic Analysis
    • Corrosion
    • Welding and welded connections
    • Second-Order Effects
    • Corrosion protection to steel structure elements
    • Types of joints and welds
    • Steel structures subjected to fire
    • Design of welds
    • Fatigue of steel structures
    • Analysis of bolt groups
    • Analysis of weld group
    • Beam and column splices

  • Design of Concrete Compression Members
    • Elastic buckling of an ideal column or struct with pinned end
    • Limit state design of beams
    • Resistance to shear buckling
    • Concept of limit state design of beam columns
    • Determination of size of plate
    • Design class
    • Design principles of ship collisions
    • Strength of compression members in practice
    • Laterally supported beam
    • Shear buckling design methods
    • Design of members subjected to combined forces
    • Design of Base Plate for Thickness
    • Ultimate limit states
    • Steel material selection and requirements for non-destructive testing
    • Angles under tension
    • The concepts of effective lengths
    • Design of beams and plate girders with solid webs
    • Design of member subjected to combined bending and axial force
    • Base plate with Shear and Anchor bolts
    • Tubular members
    • Plates and cylindrical shells with dents and permanent deflections
    • Design of tension members
    • Types of column sections
    • Stiffener design
    • Hydrostatic pressure
    • ULTIMATE LIMIT STATES,DUCTILITY
    • Tubular members subjected to combined loads with hydrostatic pressure
    • Hoop buckling
    • Strength requirements without external hydrostatic pressure
    • Strength requirements with external hydrostatic pressure
    • Design against unstable fracture
    • Fatigue limit states
    • Reassessment of structures
    • Damaged and corroded members
    • Cracked members and joints
    • Repaired and strengthened members and joints

  • Design of Bending Members
    • Categories of bolted connections
    • Global analysis
    • Structural properties
    • Resistance to shear forces
    • Introduction of Moment resistance of beam-to-column joints and splices
    • Design resistance of individual fasteners
    • Classification of joints
    • Basic components of a joint
    • Resistance to bending moments
    • Beam-to-column joints with bolted end-plate connections
    • Injection bolts
    • Individual bolt-rows, bolt-groups and groups of bolt-rows
    • Slip-resistant connections using 8.8 or 10.9 bolts
    • Resistance of basic components
    • Deductions for fastener holes
    • Column flange in tranverse bending
    • Tubular joints
    • Connections made with pins
    • End-plate in bending
    • Resistance curves and transformation factors for beams
    • Welded connections
    • Modelling of damaged members
    • Design resistance of a fillet weld
    • Piled foundation
    • Design resistance of butt welds
    • Documentation requirements for the "design basis" and "design brief"
    • Basis of design
    • Structural classification and material selection
    • Environmental actions (EA)
    • Structural response
    • Analysis models
    • Calculation of wave induced actions
    • Ultimate limit states (uls)
    • Turret and turret area/moon pool
    • Fatigue limit states (FLS)
    • Design actions and calculation of stress ranges
    • Calculation of fatigue damage
    • Compartmentation and stability
    • Mass modelling
    • Frequency domain analysis

  • Structural SystemsMembersConstruction Materials
    • Introduction of Resistance of column bases
    • Basic model
    • Scope of Hollow section joints
    • Welded joints between CHS members
    • Use of Computers for Elastoplastic Analysis
    • THE FUNCTION OF FOOTINGS AND FOUNDATIONS
    • End-plate connections with two or more bolt-rows in tension
    • Design of Hollow section joints
    • Welded joints between CHS or RHS brace members and RHS chord members
    • Effect of Force Interaction on Plastic Collapse
    • SOILS
    • Welded joints between CHS or RHS brace members and I or H section chords
    • Distributed Loads in Elastoplastic Analysis
    • FROST
    • BASEMENTS, CRAWLSPACES,AND SLAB-ON-GRADE CONSTRUCTION
    • FOOTING AND FOUNDATION TYPES
    • SPECIAL FOUNDATIONS

Branch : Civil Engineering | Subject : Design of Steel Structure
Structural SystemsMembersConstruction Materials
  • Introduction of Resistance of column bases

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  • Basic model

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  • End-plate connections with two or more bolt-rows in tension

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  • Scope of Hollow section joints

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  • Design of Hollow section joints

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  • Welded joints between CHS members

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  • Welded joints between CHS or RHS brace members and RHS chord members

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  • Welded joints between CHS or RHS brace members and I or H section chords

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  • Use of Computers for Elastoplastic Analysis

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  • Effect of Force Interaction on Plastic Collapse

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  • Distributed Loads in Elastoplastic Analysis

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  • THE FUNCTION OF FOOTINGS AND FOUNDATIONS

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  • SOILS

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  • FROST

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  • BASEMENTS, CRAWLSPACES,AND SLAB-ON-GRADE CONSTRUCTION

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  • FOOTING AND FOUNDATION TYPES

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  • SPECIAL FOUNDATIONS

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