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Calculations
Web thickness of single monorail beam
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Web thickness of single monorail beam
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Determine minimum web thickness of single monorail beam as per AS 1418.18:2001 Section 5.12.3.2
Input
Depth of beam section
$ D = 300 \; \; mm $
Distance between wheel load flange edge
$ C_F = 96.5 \; \; mm $
Wheel load
$ N_W = 30 \; \; kN $
Distance between web and flange edge
$ B_F = 125 \; \; mm $
Yield stress of beam material
$ f_y = 300 \; \; MPa $
Result
Minimum web thickness
$$ T_{w_{AS1418}} = {\sqrt{ \left({ 240 \cdot {C_F \over B_F} + 60 }\right) \cdot {D \over \left({ 2 \cdot B_F }\right)} \cdot {N_W \over f_y }}} \; \; , {mm} $$
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T_{w_{AS1418}} = sqrt( ( 240 * C_F / B_F + 60 ) * D / ( 2 * B_F ) * N_W / f_y )
Calculation details
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Discipline:
mechanical
Calculation