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design strength and stiffnessLoad capacities in Table A are based on normal duration of load for untreated panels under Because these values are plywood specificthe appropriate panel grade and construction adjustment factors C G have already been G
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Design strength stresses are conservatively developedtaking into account grade factors and manufacturing factors For more information on panel design capacities consult Section of APA s Panel Design Specification Form DFor typical Modulus of
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Select A Trial Panel Panel Design Specification Determine Required Allowable Capacities End Use Conditions Consistent With Reference Conditions No No No No No Yes Yes Yes Yes
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