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Sea fastening Load,Fb
mT
No of Supports
locations
Moment arm (Point of load action)
m
Vertical Support Properties
bf
mm
d
mm
tw
mm
A
mm²
Ixx
cm
4
Sx
cm³
Fy
mpa
Moment due to cargo M(act.)
kN-m
Moment capacity of vertical support:
Moment capacity,Mv
kN-m
Unity Check for moment capacity,UC
Shear stress
Mpa
Unity check for shear stress,UC
Design of Bracing Support
Angle of Bracing, β
deg
P
brace
tons
Compressive Force, Fb
tons
P
brace
A
mm²
Ix
mm
4
Iy
mm
4
Fy
Mpa
E
Mpa
Actual Compressive Stress, Fa
Mpa
Unbraced Length, L
mm
K
value considered,
fa
Mpa
UC
Weld check (Vertical support to base plate)
Weld thickness
mm
Area
mm2
Moment (act.)
kN-m
Ixx
cm
4
y
cm
Sxx
cm3
Axial stress
Mpa
Shear stress
Mpa
Weld electrode
Mpa
Allow. stress axial
Mpa
Allow. stress shear
Mpa
UC axial
UC shear
Weld check (base plate to deck)
H
mm
B
mm
Fy (deck)
Mpa
Weld thickness
mm
Weld Area
mm2
Shear stress
Mpa
Weld electrode
Mpa
Allowable stress
Mpa
UC
Weld capacity
MT
UC Roll
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