PLANAR WARREN BRIDGE TRUSS WORKBENCH
Span: 12 m | Height: 3 m | Load: 60 kN at Joint J2Statically Determinate ✓
Tension Member (Pull)
Compression Member (Push)
Member Inspection: M0-1Tension (+)
Span: J0 → J1 (3 m)Axial Force15 kN
Normal Stress6 MPa
Factor of Safety41.67
Yield Strength250 MPa
Loading & Geometry Controls
Applied Point Load (P)60 kN
Truss Height (h)3.0 m
Support Reactions & Envelope
Left Pin Reaction (R_Ay):30 kN
Right Roller Reaction (R_By):30 kN
Max Tensile Demand:+45 kN
Max Compressive Demand:-60 kN