Канал: NCStateArchitecture

06.3.3-A Sizing Steel Beams From Tables Excel Preprocessing

06.3.3-A Sizing Steel Beams From Tables Excel Preprocessing

06.3.1.1 Sizing Steel Roof Decking

06.3.1.1 Sizing Steel Roof Decking

06.3.1.2 Sizing Steel Floor Decking

06.3.1.2 Sizing Steel Floor Decking

06.3.3-B Sizing Steel Beams From Tables For Stiffness

06.3.3-B Sizing Steel Beams From Tables For Stiffness

06.3.3-C Sizing Steel Beams From Tables For Moment Strength

06.3.3-C Sizing Steel Beams From Tables For Moment Strength

01.9.3 DAYLIGHTING Aperture Area and Location

01.9.3 DAYLIGHTING Aperture Area and Location

01.9.7 DAYLIGHTING North Facing Sawtooth

01.9.7 DAYLIGHTING North Facing Sawtooth

01.6.1 A Axial Tension Cross Bracing

01.6.1 A Axial Tension Cross Bracing

01.6.1 F Axial Tension Federal Reserve Bank

01.6.1 F Axial Tension Federal Reserve Bank

01.6.1 C Axial Tension Shape for Spanning

01.6.1 C Axial Tension Shape for Spanning

01.6.1 E Axial Tension Resisting Wind Forces

01.6.1 E Axial Tension Resisting Wind Forces

01.6.1 D Axial Tension Support Structure

01.6.1 D Axial Tension Support Structure

01.6.1 B Axial Tension Connections and Adjustments

01.6.1 B Axial Tension Connections and Adjustments

01.6.0 Types of Structural Action

01.6.0 Types of Structural Action

01.7.0 Initial Foray Student Models

01.7.0 Initial Foray Student Models

01.9.6 DAYLIGHTING Structure Apertures Ducts Multistory

01.9.6 DAYLIGHTING Structure Apertures Ducts Multistory

01.9.1 DAYLIGHTING Understanding Sun Angles

01.9.1 DAYLIGHTING Understanding Sun Angles

01.9.2 DAYLIGHTING Glazing Orientation and Tilt

01.9.2 DAYLIGHTING Glazing Orientation and Tilt

01.9.4 DAYLIGHTING Controlling Glare

01.9.4 DAYLIGHTING Controlling Glare

01.9.5 DAYLIGHTING Structure Apertures Ducts Roofs

01.9.5 DAYLIGHTING Structure Apertures Ducts Roofs

01.6.2 A Axial Compression Pinned Pinned

01.6.2 A Axial Compression Pinned Pinned

01.6.2 B Axial Compression Triangulated Bracing

01.6.2 B Axial Compression Triangulated Bracing

01.6.2 C Axial Compression Rigid Joint Bracing

01.6.2 C Axial Compression Rigid Joint Bracing

01.6.3 A Bending Shaping the Cross Section

01.6.3 A Bending Shaping the Cross Section

01.6.4 Torsion

01.6.4 Torsion

01.6.3 B Bending Shaping the Profile

01.6.5 A Conceptualizing the Structural System Part A

01.6.5 A Conceptualizing the Structural System Part A

01.6.5 B Conceptualizing the Structural System Part B

01.6.5 B Conceptualizing the Structural System Part B

01.7.2 A Spans and Proportions Steel Beams

01.7.2 A Spans and Proportions Steel Beams

01.7.2 B Spans and Proportions Steel Trusses

01.7.2 B Spans and Proportions Steel Trusses

01.7.2 C Spans and Proportions Steel Frames

01.7.2 C Spans and Proportions Steel Frames

01.7.2 D Spans and Proportions Steel Arches Vaults Domes

01.7.2 D Spans and Proportions Steel Arches Vaults Domes

01.7 Spans and Proportions Computations

01.7 Spans and Proportions Computations

02.1 Units Of Measure

02.1 Units Of Measure

02.2.1 General Definitions and Load Combinations

02.2.1 General Definitions and Load Combinations

02.2.3a Classification of Loads Occupancy Loads

02.2.3a Classification of Loads Occupancy Loads

02.2.3b Processing Dead and Occupancy Loads w=ps

02.2.3b Processing Dead and Occupancy Loads w=ps

02.2.3c w = ps Dead and Occupancy Example Calculations

02.2.3c w = ps Dead and Occupancy Example Calculations

02.2.3d P = pA Dead and Occupancy Example Calculations

02.2.3d P = pA Dead and Occupancy Example Calculations

02.2.3c w = ps Dead and Occupancy Example Calculations new

02.2.3c w = ps Dead and Occupancy Example Calculations new

02.2.3d P = pA Dead and Occupancy Example Calculations new

02.2.3d P = pA Dead and Occupancy Example Calculations new

02.2.4 Snow and Roof Live Loads new

02.2.4 Snow and Roof Live Loads new

02.2.3e Tabular Data Long Hand and Spread Sheet

02.2.3e Tabular Data Long Hand and Spread Sheet

02.2.2 Classification of Loads Dead Loads

02.2.2 Classification of Loads Dead Loads

02.2.5.1 thru 02.2.5.3 Static Wind Loads

02.2.5.1 thru 02.2.5.3 Static Wind Loads

02.2.5.1 thru 02.2.5.3 Static Wind Loads w equals ps on Floor Edges

02.2.5.1 thru 02.2.5.3 Static Wind Loads w equals ps on Floor Edges

02.2.6 Wind Oscillation Seismic Residual Thermal

02.2.6 Wind Oscillation Seismic Residual Thermal

04.1 Materials Basic Properties

04.1 Materials Basic Properties

04.1 Materials Example Distributing Loads

04.1 Materials Example Distributing Loads

04.5 Aluminum Properties

04.5 Aluminum Properties

04.4 Concrete Properties

04.4 Concrete Properties

04.3 Steel Properties

04.3 Steel Properties

05 ColumnModesOfFailure

05 ColumnModesOfFailure

05 3 TrussedColumns

05 3 TrussedColumns

05 5a SizingSteelColumnsMethodology

05 5a SizingSteelColumnsMethodology

05 5b SizingSteelColumns LIGHTloads

05 5b SizingSteelColumns LIGHTloads

05 5c SizingSteelColumnsHEAVYLoads

05 5c SizingSteelColumnsHEAVYLoads

05.3C Column Steel Sizing Heavy Load

05.3C Column Steel Sizing Heavy Load

05.3B Column Steel Sizing Light Load

05.3B Column Steel Sizing Light Load

05.3A Column Steel Sizing Methodology

05.3A Column Steel Sizing Methodology

05 2 B Trussed Columns

05 2 B Trussed Columns

05 2 C Moment Restrained Columns old

05 2 C Moment Restrained Columns old

05 2 A Column Modes Of Failure

05 2 A Column Modes Of Failure

05 4 Precast Concrete Columns

05 4 Precast Concrete Columns

05 1 A Tension Member Failure Modes

05 1 A Tension Member Failure Modes

05 1 B Tension Members Sizing Examples

05 1 B Tension Members Sizing Examples

05 2 C Moment Restrained Columns

05 2 C Moment Restrained Columns

03 2 A Equilibrium

03 2 A Equilibrium

03 1 Forces And Moments

03 1 Forces And Moments

03 2 B One And Two Force Connections

03 2 B One And Two Force Connections

03 2 C Moment Connections

03 2 C Moment Connections

03 3 Internal Resisting Moments

03 3 Internal Resisting Moments

03 2 D Reactions

03 2 D Reactions

03 2 D Reactions Supplement 1

03 2 D Reactions Supplement 1

06 1 1 A Beam Shear And Moment

06 1 1 A Beam Shear And Moment

06 1 1 B Shear And Moment For Cantilevers

06 1 1 B Shear And Moment For Cantilevers

06 1 1 C Constructing Parabolic Template

06 1 1 C Constructing Parabolic Template

06 1 2 A Shaping Beam Cross Section

06 1 2 A Shaping Beam Cross Section

06 1 2 B Cross Sectional Properties

06 1 2 B Cross Sectional Properties

06 1 2 C Shaping Beam For Decking

06 1 2 C Shaping Beam For Decking

06 1 2 D Shaping Beam For Cantilevers

06 1 2 D Shaping Beam For Cantilevers

06 3 1 Sizing Steel Roof Decking

06 3 1 Sizing Steel Roof Decking

06 3 2 Sizing Steel Floor Decking

06 3 2 Sizing Steel Floor Decking

06 3 3 B Sizing Steel Beams From Tables For Stiffness

06 3 3 B Sizing Steel Beams From Tables For Stiffness

06 3 3 C Sizing Steel Beams From Tables For Moment Strength

06 3 3 C Sizing Steel Beams From Tables For Moment Strength

06 3 3 D Sizing Steel Beams Spans And Props

06 3 3 D Sizing Steel Beams Spans And Props

06 4 2 Precast HCPs and LBeams

06 4 2 Precast HCPs and LBeams

06 4 1 Precast DTs And Lbeams

06 4 1 Precast DTs And Lbeams

06.3.3 A Sizing Steel Beams From Tables Excel Preprocessing

06.3.3 A Sizing Steel Beams From Tables Excel Preprocessing

06 5 Torsion In Beams

06 5 Torsion In Beams

06.3.3-E-SizingSteelBeamsUsingMultiframe-ExcelPreprocessing

06.3.3-E-SizingSteelBeamsUsingMultiframe-ExcelPreprocessing

06.3.3-F-SizingSteelBeamsUsingMultiframe-FrameInput

06.3.3-F-SizingSteelBeamsUsingMultiframe-FrameInput

06.3.3-G-SizingSteelBeamsUsingMultiframe-LoadsInput

06.3.3-G-SizingSteelBeamsUsingMultiframe-LoadsInput

06.3.3-H-SizingSteelBeamsUsingMultiframe-Sizing

06.3.3-H-SizingSteelBeamsUsingMultiframe-Sizing

06 A Beams In Integrated Systems 1

06 A Beams In Integrated Systems 1

06 6 B Beams In Integrated Systems

06 6 B Beams In Integrated Systems

07.1.1 Systems Of 2-Force Members

07.1.1 Systems Of 2-Force Members

07.1.2 Parallel-Chord Truss Analysis 4 Square Bays Exploded

07.1.2 Parallel-Chord Truss Analysis 4 Square Bays Exploded

07.1.4 Parallel-Chord Truss Analysis 16 Square Bays

07.1.4 Parallel-Chord Truss Analysis 16 Square Bays

07.1.6 Parallel-Chord Truss Analysis 24 Bays Modified Warren

07.1.6 Parallel-Chord Truss Analysis 24 Bays Modified Warren

07.1.7 Parallel-Chord Truss Analysis 18 Rect Bays 12ft Hor 9ft Vert

07.1.7 Parallel-Chord Truss Analysis 18 Rect Bays 12ft Hor 9ft Vert

07.1.8 Parallel-Chord Truss Analysis 24 Square Bays with 5-Bay Cantilevers

07.1.8 Parallel-Chord Truss Analysis 24 Square Bays with 5-Bay Cantilevers

07.1.13-A Parallel-Chord Truss Geometry - Square & Rectangular Bays

07.1.13-A Parallel-Chord Truss Geometry - Square & Rectangular Bays

07.1.13-C Parallel-Chord Truss Geometry - Hero

07.1.13-C Parallel-Chord Truss Geometry - Hero

07.1.13-D Parallel-Chord Truss Geometry - Self-Bracing Trusses

07.1.13-D Parallel-Chord Truss Geometry - Self-Bracing Trusses

07.1.13-B Parallel-Chord Geometry - Warren

07.1.13-B Parallel-Chord Geometry - Warren

07.2 Standard Double-Angle Steel Trusses - Sizing Members

07.2 Standard Double-Angle Steel Trusses - Sizing Members

07.1.13-E Truss Geometry - King-Pin Queen-Pin & Multi-Pin Trusses

07.1.13-E Truss Geometry - King-Pin Queen-Pin & Multi-Pin Trusses

07.3-A Standard Double-Angle Steel Truss - Fabrication

07.3-A Standard Double-Angle Steel Truss - Fabrication

07.3-B Standard Double-Angle Steel Truss - Selection

07.3-B Standard Double-Angle Steel Truss - Selection

07.3-C Standard Steel Roof Trusses - Selecting for 30’x30’ Grid

07.3-C Standard Steel Roof Trusses - Selecting for 30’x30’ Grid

07.3-D Standard Steel Floor Trusses - Selecting for 30’x30’ Grid

07.3-D Standard Steel Floor Trusses - Selecting for 30’x30’ Grid

07.4-B Standard Steel Truss Versus Steel Beam Economics

07.4-B Standard Steel Truss Versus Steel Beam Economics

07.4-A Standard Steel Truss Span Economics

07.4-A Standard Steel Truss Span Economics

07.5-A Standard Steel Truss Integrated Systems For Floors

07.5-A Standard Steel Truss Integrated Systems For Floors

10 1 Basic Bracing System Types

10 1 Basic Bracing System Types

10 2 A Triangulated Bracing For Low And Mid Rise

10 2 A Triangulated Bracing For Low And Mid Rise

07.5-B Standard Steel Truss Integrated Systems For Roofs

07.5-B Standard Steel Truss Integrated Systems For Roofs

10 2 B TrussTube Tall Buildings

10 2 B TrussTube Tall Buildings

10 3 B Single Taper Moment Frames

10 3 B Single Taper Moment Frames

10 3 C Multi Taper Moment Frames

10 3 C Multi Taper Moment Frames

10 3 A Simple Moment Frames

10 3 A Simple Moment Frames

10 3 D Moment Frame Tall Buildings

10 3 D Moment Frame Tall Buildings

01 7 4 InitialForayStudentModels

01 7 4 InitialForayStudentModels

04 2 Wood Properties

04 2 Wood Properties

06 2 1 WoodDecking

06 2 1 WoodDecking

06 2 2 A SizingSawnWoodBeams

06 2 2 A SizingSawnWoodBeams

06 5 TorsionInBeams

06 5 TorsionInBeams

08 3 6 Dome—Combined Lamella and Pie Sector

08 3 6 Dome—Combined Lamella and Pie Sector

07.1.13-F Parallel-Chord Truss Geometry - Two-Way Trusses

07.1.13-F Parallel-Chord Truss Geometry - Two-Way Trusses

08 3 8 Dome—Spherical Icosahedron Geodesic

08 3 8 Dome—Spherical Icosahedron Geodesic

08 3 4 Dome—Radial and Lamella

08 3 4 Dome—Radial and Lamella

10 3 E ShearWallTallBuildings

10 3 E ShearWallTallBuildings

10 3 F TaperedTallBuildings

10 3 F TaperedTallBuildings

10 3 G NarrowBasedTallBuildings

10 3 G NarrowBasedTallBuildings

Presentation To ARC162

Presentation To ARC162

01 9 8 SouthSawtooth1

01 9 8 SouthSawtooth1

10 3 H 1 Tall Slab Buildings-GravityLoad

10 3 H 1 Tall Slab Buildings-GravityLoad

10 3 H 2 Tall Slab Buildings Wind Strength

10 3 H 2 Tall Slab Buildings Wind Strength

10 3 I 2 9SqPlan GravityAndWindStrength

10 3 I 2 9SqPlan GravityAndWindStrength

06 2 2 B SizingSolidSawnWoodBeams

06 2 2 B SizingSolidSawnWoodBeams

06 2 3 A SizingWood I joists

06 2 3 A SizingWood I joists

06 2 2 C SizingSolidSawnWoodBeams

06 2 2 C SizingSolidSawnWoodBeams

06 2 3 B SizingLVLBeams

06 2 3 B SizingLVLBeams

06 3 3 C SizingSteelBeamsFromTables 42x42Assign

06 3 3 C SizingSteelBeamsFromTables 42x42Assign

OVERVIEW PRESENTATION 3

OVERVIEW PRESENTATION 3

08 2 1 BarrelVaults

08 2 1 BarrelVaults

08 2 2 A Hyperbolic Paraboloid Vaults Generated By Sweeping a Parabola

08 2 2 A Hyperbolic Paraboloid Vaults Generated By Sweeping a Parabola

08 2 2 B Hyperbolic Paraboloid Vaults Generated by Equation

08 2 2 B Hyperbolic Paraboloid Vaults Generated by Equation

08 2 2 C Hyperbolic Paraboloid Vaults Generated By Directrices

08 2 2 C Hyperbolic Paraboloid Vaults Generated By Directrices

00 7 OverviewArc331332

00 7 OverviewArc331332

00 6 OverviewArc331332

00 6 OverviewArc331332

00 5 OverviewArc331332

00 5 OverviewArc331332

00 4 OverviewArc331332

00 4 OverviewArc331332

00 3 OverviewArc331332

00 3 OverviewArc331332

00 2 OverviewArc331and332

00 2 OverviewArc331and332

00 1 OverviewArc331332

00 1 OverviewArc331332

01 6 2 D AxialCompressionForSpanning

01 6 2 D AxialCompressionForSpanning

07 1 9 ParChAnalysisCants SolvedInMF

07 1 9 ParChAnalysisCants SolvedInMF

08 1 1 A AchievingTrueArchAction

08 1 1 A AchievingTrueArchAction

08 1 1 B Achieving True Arch Action

08 1 1 B Achieving True Arch Action

08 1 6 C Funicular Shape - Analytic Form Finding

08 1 6 C Funicular Shape - Analytic Form Finding

08 1 2 ReducingAxialForceByIncreasingDepth

08 1 2 ReducingAxialForceByIncreasingDepth

08 1 3 InternalCompressForceVariations

08 1 3 InternalCompressForceVariations

08 1 4 LateralStabilOfArch

08 1 4 LateralStabilOfArch

08 1 5 A RollThruStabilOfArch

08 1 5 A RollThruStabilOfArch

08 1 6 A FunicShape CommonShapes

08 1 6 A FunicShape CommonShapes

08 1 5 B Torsional Stabilization Of Arch

08 1 5 B Torsional Stabilization Of Arch

08 1 6 B Funicular Shape Experimental Form Finding

08 1 6 B Funicular Shape Experimental Form Finding

24bayAnd29bayWith6bayCantsSolvedInMF

24bayAnd29bayWith6bayCantsSolvedInMF

08 3 2 DomeShape

08 3 2 DomeShape

08 3 1 DomeBasicDefsAndBehavior

08 3 1 DomeBasicDefsAndBehavior

08 3 3 DomeEffectOfRemovingParts

08 3 3 DomeEffectOfRemovingParts

08 1 9 MethodsOfFabricatingBowTrusses

08 1 9 MethodsOfFabricatingBowTrusses

08 1 8 1 Parabolas ContCurveVsStraightSegs

08 1 8 1 Parabolas ContCurveVsStraightSegs

08 2 2 D Hyperbolic Paraboloid Vaults - Boundaries On Directrices

08 2 2 D Hyperbolic Paraboloid Vaults - Boundaries On Directrices

08 2 2 E Hyperbolic Paraboloids (Hypars) - Boundaries on Directrices - Catalano House

08 2 2 E Hyperbolic Paraboloids (Hypars) - Boundaries on Directrices - Catalano House

06 3 3 C Sizing Steel Beams From Tables - for Moment Strength

06 3 3 C Sizing Steel Beams From Tables - for Moment Strength

Moment Stress And Deflection In Continuous Beams

Moment Stress And Deflection In Continuous Beams

08 2 2 C Hyperbolic Paraboloid Vaults Generated by Directrices - Assignment

08 2 2 C Hyperbolic Paraboloid Vaults Generated by Directrices - Assignment

Using Beam Continuity to Minimize Beam Cross Sections

Using Beam Continuity to Minimize Beam Cross Sections

Sizing Steel Wide Flange Beams In MF 42x42x7-VIDEO

Sizing Steel Wide Flange Beams In MF 42x42x7-VIDEO

VeniceBiennalePresentation 6

VeniceBiennalePresentation 6

0 Presentation To ARC 162 2019 Part1

0 Presentation To ARC 162 2019 Part1

0 Presentation To ARC 162 2019 Part2

0 Presentation To ARC 162 2019 Part2

0 ARC 503 TallBuildingStudioDescriptionFromChongqing 2

0 ARC 503 TallBuildingStudioDescriptionFromChongqing 2

WhatBigBuildingsCanDo

WhatBigBuildingsCanDo