A bridge is designed with the anticipated life span of L - 100years. Decide the appropriate
Return period of external loads corresponding to the risk of design load being exceeded in these L years
As 2% , 5% and 10% , respectively.
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A bridge is designed with the anticipated life span of L - 100years. Decide the appropriate
Return period of external loads corresponding to the risk of design load being exceeded in these L years
As 2% , 5% and 10% , respectively.
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