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Program Options



Dimension
Structure dimensions: [{{units.dimension.structure.unit}}]
Section properties [{{units.dimension.section.unit}}]
Displacement [{{units.dimension.displacement.unit}}]

Forces
Force density (weight) [{{units.forces.density.unit0}}/{{units.forces.density.unit}}
3
]		 /
Force: [{{units.forces.force.unit}}]
Moment: [{{units.forces.moment.unit0}}{{units.forces.moment.unit}}] x
Stresses: [{{units.forces.stress.unit0}}/{{units.forces.stress.unit}}
2
]		 /
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    supports

    • PINNED
    • FIXED

    loads

    • point
    • distributed
    • moment
    • own weight

    COORDINATE SYSTEM

    • STANDARD
    • FENESTRATION

    PROPERTIES

    • SECTION
    • MATERIAL

    CALCULATION PARAMETERS

    ANALYZE

    supports
    • Support{{$index}} ({{node.u_x}} {{units.dimension.structure.unit}})
    • Add Support
    point loads
    • PLoad{{$index}} ({{loadPoint.point0.u_dist2}} {{units.dimension.structure.unit}})
    • Add Load
    distributed loads
    • DLoad{{$index}} ({{dist.point0.u_dist2}} - {{dist.point1.u_dist2}} {{units.dimension.structure.unit}})
    • Add Load
    bending moments
    • Moment{{$index}} ({{moment.point0.u_dist2}} {{units.dimension.structure.unit}})
    • Add Moment
    Section Material Max stress [{{units.forces.stress.unit0}}/{{units.forces.stress.unit}}
    2
    ]         		Stress % Max Deflection [{{units.dimension.displacement.unit}}] Deflection % Design Criteria
    {{section.name}} {{material.name}} {{result.CalculateResponse.maxStot}} {{result.CalculateResponse.maxStotRatio}} {{result.CalculateResponse.maxDeflection}} {{result.CalculateResponse.maxDeflectionRatio}} {{toFixedForce(result.CalculateResponse.criteriaValue)}}
    Supports Reactions Max Stress Permissible Stress Max Deflection Allowable Deflection Max Channel Forces
    No. Dist.
    [{{units.dimension.structure.unit}}]    		 Fz
    [{{units.forces.force.unit}}]    		 Fy
    [{{units.forces.force.unit}}]    		 Mz
    [{{units.forces.moment.unit0}}{{units.forces.moment.unit}}]    		 My
    [{{units.forces.moment.unit0}}{{units.forces.moment.unit}}]    		 σtot
    [{{units.forces.stress.unit0}}/{{units.forces.stress.unit}}
    2
    ]    		 σlim
    [{{units.forces.stress.unit0}}/{{units.forces.stress.unit}}
    2
    ]

    		 {{ coordinateSystem == 'Steel' ? 'Y' : 'X' }}
    [{{units.dimension.displacement.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Z' : 'Y' }}
    [{{units.dimension.displacement.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Y' : 'X' }}
    [{{units.dimension.displacement.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Z' : 'Y' }}
    [{{units.dimension.displacement.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Fy' : 'Fx' }}
    [{{units.forces.force.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Fz' : 'Fy' }}
    [{{units.forces.force.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'My' : 'Mx' }}
    [{{units.forces.moment.unit0}}{{units.forces.moment.unit}}]    		 {{ coordinateSystem == 'Steel' ? 'Mz' : 'My' }}
    [{{units.forces.moment.unit0}}{{units.forces.moment.unit}}]
    {{detail.no}} {{detail.dist0}} {{toFixedForce(detail.reaction0['@fz']);}} {{toFixedForce(detail.reaction0['@fy']);}} {{toFixedForce(detail.reaction0['@mz']);}} {{toFixedForce(detail.reaction0['@my']);}}
    {{detail.len}} {{toFixedForce(detail.maxStress)}} {{toFixedForce(detail.permStress)}} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxDeflection['@y']) : toFixedForce(detail.maxDeflection['@x']) }} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxDeflection['@z']) : toFixedForce(detail.maxDeflection['@y']) }} {{detail.allowableDeflection}} {{detail.allowableDeflection}} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxForces['@fy']) : toFixedForce(detail.maxForces['@fx']) }} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxForces['@fz']) : toFixedForce(detail.maxForces['@fy']) }} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxForces['@my']) : toFixedForce(detail.maxForces['@mx']) }} {{ coordinateSystem == 'Steel' ? toFixedForce(detail.maxForces['@mz']) : toFixedForce(detail.maxForces['@my']) }}
    {{detail.no+1}} {{detail.dist1}} {{toFixedForce(detail.reaction1['@fz']);}} {{toFixedForce(detail.reaction1['@fy']);}} {{toFixedForce(detail.reaction1['@mz']);}} {{toFixedForce(detail.reaction1['@my']);}}
    Minimum Required Section Proporties
    min I{{ coordinateSystem == 'Steel' ? 'y' : 'x' }} [{{units.dimension.section.unit}}
    4
    ]    		 min I{{ coordinateSystem == 'Steel' ? 'z' : 'y' }} [{{units.dimension.section.unit}}
    4
    ]    		 min W{{ coordinateSystem == 'Steel' ? 'y' : 'x' }} [{{units.dimension.section.unit}}
    3
    ]    		 min W{{ coordinateSystem == 'Steel' ? 'z' : 'y' }} [{{units.dimension.section.unit}}
    3
    ]
    {{ coordinateSystem == 'Steel' ? minimumRequiredSectionProperties.minIy : minimumRequiredSectionProperties.minIx }} {{ coordinateSystem == 'Steel' ? minimumRequiredSectionProperties.minIz : minimumRequiredSectionProperties.minIy }} {{ minimumRequiredSectionProperties.minW1 }} {{ minimumRequiredSectionProperties.minW2 }}
    reactions
    Scale: [ {{units.forces.force.unit}} | {{units.forces.moment.unit0}}{{units.forces.moment.unit}} ] Global
    forces & moments
    Scale: [ {{units.forces.force.unit}} | {{units.forces.moment.unit0}}{{units.forces.moment.unit}} ] Local
    stresses
    Scale: [ {{units.forces.stress.unit0}}/{{units.forces.stress.unit}}2 ] Local
    displacements
    Scale: [ {{units.dimension.displacement.unit}} ] Local
    display parameters
    Results
    {{selectedResult.product.system}} {{selectedResult.product.serie}} {{selectedResult.product.refDescr}}