01101001 01110011

00110101 11001010

HEA 300|S355|Iy = 18260 cm⁴

0x00FF

0x0000

σ = M·y / I

σ = 0.0 N/mm²

dy/dx = 2x + 3

d²y/dx² = 2

STRESS_CHECK

σ_ed = 0.0 MPa

σ_rd = 355 MPa

UC = 0.00

|F⃗| = √(Fx² + Fy²)

|F⃗| = 0.0 kN

a² + b² = c²

3² + 4² = 5²

9 + 16 = 25 ✓

[0.0 0.0]

γM0 = 1.0

γM1 = 1.1

∫ σ dA = N

∫ y·σ dA = M

∫∫ q dx² = δ

δmax = 5qL⁴/384EI

δ = 0.0 mm

L/300 = OK

CALC_ENGINE

F = 0.00 kN

M = 0.0 kNm

δ = 0.00 mm

ΣFx = 0

ΣFy = 0

ΣM = 0

φ = 0.618...

e = 2.718...

[K]{u} = {F}

[M]{ü} + [C]{u̇} = {P}

π ≈ 3.14159265...

FEM_SOLVER

ITERATION_0

CONVERGENCE

sin(0°) = 0.000

cos(0°) = 1.000

EI·d⁴w/dx⁴ = q(x)

IPE 300 | S235

A = 53.8 cm²

Wy = 557 cm³

Ncr = π²EI/L²

λ = L/i

PROC_000|MEM: 0MB|CPU: 0%

(x₁, y₁)

(x₂, y₂)

Δx = 0.00

dio

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