Calculation of Unsupported Cover Beam Construction under Special Geological Conditions on the Plateau
This article combines engineering practice to design and calculate the load,bending moment,and formwork support system of the double column integral cover beam for piers 3#to 12#and 43#to 47#of the Yedui No.3 Extra Large Bridge in the river channel under the most unfavorable working conditions,to provide reliable safety guarantee for the smooth implementation of the bridge and provide certain reference value for the construction of similar projects in the future.
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