Knovel Equations for Structural Engineering
Below the complete list of equations:
|
|
Equation |
Reference Documents |
|
001 |
Analyzing X-braced bents with tension-only systems for multiple stories |
Braced frameworks – Parkes – Pergamon Press |
|
002 |
Ice load according to ASCE 7-10 |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
003 |
Ice load according to ISO 12494 |
ISO 12494 Atmospheric Icing of Structures |
|
004 |
Snow load on flat roof according to ASCE 7-10 |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
005 |
Snow load on flat roof according EN 1991-1-3 |
EN 1991-1-3 Eurocode 1 - Actions on structures - Part
1-3: General |
|
006 |
Wind load on buildings according to ASCE 7-10 |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
007 |
Wind Loads on Other Structures and Building Appurtenancesaccording to ASCE 7-10 |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
008 |
Wind load on buildings according to EN 1991-1-4 |
EN 1991-1-4 Eurocode 1: Actions on structures - Part
1-4: General |
|
009 |
Wind Loads on Other Structures and Building Appurtenancesaccording to EN 1991-1-4 |
EN 1991-1-4 Eurocode 1: Actions on structures - Part
1-4: General |
|
010 |
Wind Loads on bridgesaccording to EN 1991-1-4 |
EN 1991-1-4 Eurocode 1: Actions on structures - Part
1-4: General |
|
011 |
Bolt group analysis according to AISC 360-10 Specification for Structural Steel Buildings - ultimate strength method |
AISC 360-10 Specification for Structural Steel Buildings |
|
012 |
Bolt group analysis according to AISC 360-10 Specification for Structural Steel Buildings - "Alternate Method 1" in AISC Manual |
AISC 360-10 Specification for Structural Steel Buildings |
|
013 |
Bolt group analysis according EN 1993-1-8 Linear elatic method |
EN 1993-1-8 Design of steel structures Part 1-8: Design of joints |
|
014 |
Bolt group analysis according EN 1993-1-8 Plastic Method |
EN 1993-1-8 Design of steel structures Part 1-8: Design of joints |
|
015 |
Buoyancy analysis
and check according to ASCE 7-10 and |
ASCE 7-10Minimum
Design Loadsfor Buildings and Other Structures |
|
016 |
Buoyancy analysis and check according to EN 1997-1 |
EN 1997-1 Geotechnical design |
|
017 |
Analysis of concrete
slabs on grade according to ACI 360R-10
and |
ACI 360R-10 Guide to
the design of slabs on ground |
|
018 |
Analysis of concrete slabs on grade according to UNI 11146 |
UNI 11146 Concrete floorings for industrial use - Design, construction and testing |
|
019 |
Steel grating design according NAAMM MBG 531-09 |
NAAMM MBG 531-09 Metal Bar Grating Manual |
|
020 |
Aluminum grating design according NAAMM MBG 531-09 |
NAAMM MBG 531-09 Metal Bar Grating Manual |
|
021 |
Steel grating design according to UNI 11002 |
UNI 11002 Metal grating panels for floorings and steps |
|
022 |
ASCE 7-10 Seismic Responce Spectrum and structural systems |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
023 |
ASCE 7-10 Sesmic Equivalent Lateral Force Procedure |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
024 |
ASCE 7-10Seismic Loading on Nonstructural Components |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
025 |
ASCE 7-10Ground-Supported Storage Tanks for Liquid |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
026 |
ASCE 7-10Water Storage and Water Treatment Tanksand Vessels |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
027 |
ASCE 7-10Petrochemical and Industrial Tanks andVessels Storing Liquids |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
028 |
ASCE 7-10Seismic Loading on Architectural Components |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
029 |
ASCE 7-10Seismic Loading on Mechanical and Electrical Components |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
030 |
ASCE 7-10Seismic Aanlysis of SeismicallyIsolated Structures |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
031 |
ASCE 7-10Seismic Analysis of Structures with Damping Systems |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
032 |
ASCE 7-10Soil–Structure Interaction forSeismic Design |
ASCE 7-10Minimum Design Loadsfor Buildings and Other Structures |
|
033 |
EN 1998-1 Seismic Responce Spectrum and structural systems |
EN 1998 Design of structures for earthquake resistance |
|
034 |
EN 1998-1 Sesmic Equivalent Lateral Force Procedure |
EN 1998 Design of structures for earthquake resistance |
|
035 |
EN 1998-1Seismic Loading on Nonstructural Components |
EN 1998 Design of structures for earthquake resistance |
|
036 |
EN 1998-1Seismic analysis of seismically Isolated Strcutures |
EN 1998 Design of structures for earthquake resistance |
|
037 |
EN 1998-2 Seismic Analysis of Bridge Using Fundamental Mode Method |
EN 1998 Design of structures for earthquake resistance |
|
038 |
EN 1998-4 Seismic Loading on Silos |
EN 1998 Design of structures for earthquake resistance |
|
039 |
EN 1998-4 Seismic Loading on Steel Tanks |
EN 1998 Design of structures for earthquake resistance |
|
040 |
EN 1998-4 Seismic Loading on Concrete Tanks |
EN 1998 Design of structures for earthquake resistance |
|
041 |
EN 1998-4 Seismic Loading on Aboveground and Buried Pipelines |
EN 1998 Design of structures for earthquake resistance |
|
042 |
EN 1998-5 Seismic Loading on Earth Retaining Structures |
EN 1998 Design of structures for earthquake resistance |
|
043 |
Analysis of pile group with rectangular distribution |
Piles and Pile Foundations – Viaggiani – Spon Press |
|
044 |
Analysis of pile group with circular distribution |
Piles and Pile Foundations – Viaggiani – Spon Press |
|
045 |
Portal rigid plane frame analysis |
Matrix Analysis of Structures (Cengage Learning), Finite Element Analysis and Programming: An Introduction (Alpha Science International) |
|
046 |
Gable rigid plane frame analysis |
Matrix Analysis of Structures (Cengage Learning), Finite Element Analysis and Programming: An Introduction (Alpha Science International) |
|
047 |
ACI 318 - Material Parameters Calculation |
ACI 318 Building Code Requirements for Structural Concrete |
|
048 |
ACI 318 - Reinforcing Bar Data |
ACI 318 Building Code Requirements for Structural Concrete |
|
049 |
ACI 318 – Strenght Design: Moment Capacity of Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
050 |
ACI 318 – Strenght Design: Shear Capacity of Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
051 |
ACI 318 – Strenght Design: Tosional Capacity of Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
052 |
ACI 318 – Serviceability Design: Deflection Limits and Check for Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
053 |
ACI 318 – Serviceability Design: Stress Analysis and Check for Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
054 |
ACI 318 – Serviceability Design: Crack Analysis and Check for Rectangular Beams |
ACI 318 Building Code Requirements for Structural Concrete |
|
055 |
ACI 318 – Strenght Design: Rectangular Columns Subjected to Axial Load and Bending About one Axis |
ACI 318 Building Code Requirements for Structural Concrete |
|
056 |
ACI 318 – Strenght Design: Rectangular Columns Subjected to Axial Load and Biaxial Bending |
ACI 318 Building Code Requirements for Structural Concrete |
|
057 |
EN 1992-1 Material Parameters Calculation |
EN 1992 Eurocode 2 - Design of concrete structures |
|
058 |
EN 1992-1 Reinforcing Bar Data |
EN 1992 Eurocode 2 - Design of concrete structures |
|
059 |
EN 1992-1 – Ultimate Limite State Design: Moment Capacity of Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
060 |
EN 1992-1 – Ultimate Limite State Design: Shear Capacity of Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
061 |
EN 1992-1 – Ultimate Limite State Design: Tosional Capacity of Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
062 |
EN 1992-1 – Serviceability Limite State Design: Deflection Limits and Check for Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
063 |
EN 1992-1 – Serviceability Limite State Design: Stress Analysis and Check for Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
064 |
EN 1992-1 – Serviceability Limite State Design: Crack Analysis and Check for Rectangular Beams |
EN 1992 Eurocode 2 - Design of concrete structures |
|
065 |
EN 1992-1 – Ultimate Limite State Design: Rectangular Columns Subjected to Axial Load and Bending About one Axis |
EN 1992 Eurocode 2 - Design of concrete structures |
|
066 |
EN 1992-1 – Ultimate Limite State Design: Rectangular Columns Subjected to Axial Load and Biaxial Bending |
EN 1992 Eurocode 2 - Design of concrete structures |
|
067 |
ACI 318 - Reinforcing Bar Development and Splice Lengths |
ACI 318 Building Code Requirements for Structural Concrete |
|
068 |
EN 1992-1 Reinforcing Bar Development and Splice Lengths |
EN 1992 Eurocode 2 - Design of concrete structures |
|
069 |
Analysis and design of roofs with steel deck according to American Standards– 1- span configuration |
- SDI Roof Deck
Design Manual |
|
070 |
Analysis and design of roofs with steel deck according to American Standards– 2- span configuration |
- SDI Roof Deck
Design Manual |
|
071 |
Analysis and design of roofs with steel deck according to American Standards – 3- span configuration |
- SDI Roof Deck
Design Manual |
|
072 |
Analysis and design of roofs with steel deck according to European Codes – 1- span configuration |
- EN 1993-1-3 Rules
for Cold Formed Members and Sheeting |
|
073 |
Analysis and design of roofs with steel deck according to European Codes – 2- span configuration |
- EN 1993-1-3 Rules
for Cold Formed Members and Sheeting |
|
074 |
Analysis and design of roofs with steel deck according to European Codes – 3- span configuration |
- EN 1993-1-3 Rules
for Cold Formed Members and Sheeting |
|
075 |
Analysis of a single span beam (simple, propped, fixed, or cantilever) |
Numeric Structural Analysis; Beam FEA |
|
076 |
Analysis of continuous beams – 2-span configuration |
Numeric Structural Analysis; Beam FEA |
|
077 |
Analysis of continuous beams – 3-span configuration |
Numeric Structural Analysis; Beam FEA |
|
078 |
Analysis of continuous beams – 4-span configuration |
Numeric Structural Analysis; Beam FEA |
|
079 |
Analysis of continuous beams – 5-span configuration |
Numeric Structural Analysis; Beam FEA |
|
080 |
Beams analysis using Finite Element Method |
Numeric Structural Analysis; Beam FEA |
|
081 |
SDI - ACI 318 Composite slab materials parameters calculation |
ACI 318 Building
Code Requirements for Structural Concrete |
|
082 |
SDI - ACI 318 Metal deck, reinforcing bars and welded wires data tables |
ACI 318 Building
Code Requirements for Structural Concrete |
|
083 |
SDI - ACI 318 Ultimate Limite State Design -Composite slabs flexural capacity |
ACI 318 Building
Code Requirements for Structural Concrete |
|
084 |
SDI - ACI 318 Ultimate Limite State Design -Composite slabs shear capacity |
ACI 318 Building
Code Requirements for Structural Concrete |
|
085 |
SDI - ACI 318 Ultimate Limite State Design -Composite slabs punching shear capacity |
ACI 318 Building
Code Requirements for Structural Concrete |
|
086 |
SDI - ACI 318 Serviceability Limite State Design –Analysis of cracking in composite slabs |
ACI 318 Building
Code Requirements for Structural Concrete |
|
087 |
SDI - ACI 318 Serviceability Limite State Design – Deflection check forcomposite slabs |
ACI 318 Building
Code Requirements for Structural Concrete |
|
088 |
EN 1994-1 Composite slab materials parameters calculation |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
089 |
EN 1994-1 Metal deck, reinforcing bars and welded wires data tables |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
090 |
EN 1994-1 Ultimate Limite State Design -Composite slabs flexural capacity |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
091 |
EN 1994-1 Ultimate Limite State Design -Composite slabs shear capacity |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
092 |
EN 1994-1 Ultimate Limite State Design -Composite slabs punching shear capacity |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
093 |
EN 1994-1 Serviceability Limite State Design –Analysis of cracking in composite slabs |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
094 |
EN 1994-1 Serviceability Limite State Design – Deflection check forcomposite slabs |
EN 1994 Eurocode 4 - Design of composite steel and concrete structures |
|
095 |
AISC Steel Checkered Floor Plate Design |
AISC Specification for Structural Steel Buildings |
|
096 |
Steel Checkered Floor Plate Design according to BS 4592 |
BS 4592- Industrial type flooring and stair treads |
|
097 |
Steel joists analysis |
Numeric Structural
Analysis, O'Hara Ramming – Momentum
Press Engineering |
|
098 |
Weld group analysis using AISC 9th Ed. Tables |
AISC Specification for Structural Steel Buildings |
|
099 |
AISC Welds verification |
AISC Specification for Structural Steel Buildings |
|
100 |
EN 1993-1-8 Welds verification |
EN 1993-1-8 Design of steel structures Part 1-8: Design of joints |