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DATA
METRIC DATA
IMPERIAL DATA
Dimenssion
flange
"B"
[m]
[in]
Dimenssion height "H"
[m]
[in]
Thikness
flange "t1"
[m]
[in]
Thikness
web "t2"
[m]
[in]
Shear force in section A-A of beam
[N]
[lbf]
Bending Moment in section A-A of beam
[N*m]
[lbf*in]
Yield strength of the beam material 'Sy'
[MPa]
[kpsi]
RESULTS
METRIC RESULTS
IMPERIAL RESULTS
Area of section
[m
2
]
[in
2
]
Centroid position Xg
[m]
[in]
Centroid position Yg
[m]
[in]
Area moment of inertia about X axis Ix
[m
4
]
[in
4
]
Area moment of inertia about Y axis Iy
[m
4
]
[in
4
]
Polar moment of inertia about Z axis Jz
[m
4
]
[in
4
]
Min.Section Modulus
about X axis Zx
[m
3
]
[in
3
]
Max.Section Modulus
about X axis Zx
[m
3
]
[in
3
]
Min.Section Modulus
about Y axis Zy
[m
3
]
[in
3
]
Max.Section Modulus
about Y axis Zy
[m
3
]
[in
3
]
Radius of gyration Rx
[m]
[in]
Radius of gyration Ry
[
m]
[in]
Max Tensile/Compressive Stress at the lower surface '
σ
tmax
'/ '
σ
cmax
'
[MPa]
[kpsi]
Max Tensile/Compressive Stress at the top surface
'
σ
tmax
' /'
σ
cmax
'
[MPa]
[kpsi]
Max Shear Stress at the bending neutral axis '
τ
xymax'
[MPa]
[kpsi]
Compressive/Tensile Stress at y1 distance
''
σ
cy1/'
σ
ty1
'
[MPa]
[kpsi]
Shear Stress at y1 distance
'
τ
xy(y1
')
[MPa]
[kpsi]
Max principal stress at y1 distance
'
σ
1y1
'
[MPa]
[kpsi]
Max principal stress at y1 distance
'
σ
2y1
'
[MPa]
[kpsi]
Factor of safety at lower surface 'n1'
Factor of safety at top/ surface 'n2'
Factor of safety at neutral axis
'n3'
Factor of safety at y1 distance
'n4'
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