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2D Frame & Beam FEA Calculator

Methodology
Idle
Member b1: 3000 mmMember b2: 3000 mmMember b3: 3000 mmMember b4: 3000 mmMember b5: 3000 mmMember b6: 3000 mmMember b7: 2000 mmMember b8: 2000 mmMember b9: 2000 mmMember b10: 3606 mmMember b11: 3606 mmMember b12: 3606 mmMember b13: 3606 mm15.0 kN15.0 kN15.0 kNNode A at 0 mm, 0 mmNode n2 at 3000 mm, 0 mmNode C at 6000 mm, 0 mmNode n4 at 9000 mm, 0 mmNode E at 12000 mm, 0 mmNode n6 at 3000 mm, 2000 mmNode n7 at 6000 mm, 2000 mmNode n8 at 9000 mm, 2000 mm

Stability

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Governing

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Utilisation

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Max deflection

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Peak normal stress

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Ready

Diagrams, tables & envelopes
2D Frame, Beam & Truss FEA Calculator — Free · Xarpis