EagleI

Beam

Units
Materials
—
Sections
—
Spans
SpanLength, mSection
Supports
Node Support Type UX UY RZ KUX, kN/m KUY, kN/m KRZ, kN-m/rad Settlement, mm
Loads
Span
Load Case Load Type Value 1 Value 2 Inclination Width, m Left Offset, m Right Offset, m
Load Cases
NamePatternPattern LoadingEnvelopeShort Name
Load Combinations
NameCategoryCase
Service 1
Case NameCase FactorType
Visibility
Canvas
Font Size
Section Extrude View
Dimension Lines
Nodes
Show Nodes
Show Node Labels
Show Nodal Loads
Show Nodal Load Labels
Show Supports
Members
Show Members
Show Member Labels
Show Member Loads
Show Member Load Labels
Results
Diagram Scale
Span Divisions
Show Diagram Values
X: 0.00  Y: 0.00 m Mode: Editing Members: 0 selected
Beam Model
Support Reactions
Max: —
Shear Force Diagram (V)
Max: —
Bending Moment Diagram (M)
Max: —
Calculations
Results
Run analysis to see results
Support Reactions
Node Support FXkN FYkN MZkN-m
Bending Moment
Positive Moment (+ve)
Max. Moment—kN-m
Location—m
Negative Moment (-ve)
Max. Moment—kN-m
Location—m
Shear Force
Max. Shear Force—kN
Location—m
Deflection
Max. Deflection—mm
Location—m