Ok.. did the calcs.. interested in any thoughts..
Weld joint calcs show nominal stress (less than 15MPa), the retaining plate deflection however is key.
I have used 11,000 and 9,000N loads applied to the structure as per ADR 2/01 and FMVSS 206.
The worst case calc for the deflection of the latch retaining plate, WITHOUT the latch installed, with an unsupported span as to 75 mm in 2.5mm plate gives a calculated deflection of 1.66mm.
With the latch installed and assuming it acted as a supporting member for the purposes of the test with an effective span of 40mm, the deflection reduces to 0.297mm
I do have images of the calc tables, but they wont load.. !
Table 1 - 40mm span
Support: Propped
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Beam cross section:
B: 50 mm
H: 2.5 mm
Iy: 6.51E-3 cm^4
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Material: Low Carbon Mild Steel, Mild Steel
Young's modulus: 80 GPa
Maximum stress: 370 MPa
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Load 1: Point force.
F: 2500 N
A1: 25 mm
= = = = = = = = = = = = = = =
Maximum deflection: 0.2981 mm
At position: 24.04 mm
Maximum rotation: 0.0281 rad
At position: 40.00 mm
Maximum stress: 334.0 MPa
At position: 25.00 mm
Deflection at Y: 0.2966 mm
Rotation at Y: 3.08E-3 rad
Stress at Y: 334.0 MPa
Table 2 - 75mm span
Support: Propped
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Beam cross section:
B: 50 mm
H: 2.5 mm
Iy: 6.51E-3 cm^4
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Material: Low Carbon Mild Steel, Mild Steel
Young's modulus: 80 GPa
Maximum stress: 370 MPa
-----
Load 1: Point force.
F: 2500 N
A1: 32 mm
= = = = = = = = = = = = = = =
Maximum deflection: 1.66 mm
At position: 39.60 mm
Maximum rotation: 0.0705 rad
At position: 75.00 mm
Maximum stress: 692.8 MPa
At position: 0 mm
Deflection at Y: 1.54 mm
Rotation at Y: 0 rad
Stress at Y: 483.5 MPa