![]() Note that this step will be done by the program in the next release.Ĭentrifugal loads are applied to the beam elements with the eccentricity of 6 ft in the global Z axis. Go to the 'Element Beam Load' table and assign 6 ft of eccentricity to the centrifugal load cases. We need to move the loads to the upper direction by 6 ft. The generated centrifugal loads are applied to the pavement level as shown below. Vertical live load and corresponding centrifugal load will be generated as a static load. ![]() Copy and paste the text in the MCT file into MCT Command Shell. ![]() Hit the 'Write Min/Max Load to File' button and check on the 'Centrifugal Forces' option in the dialog below. Go to Moving Load Tracer and find the vehicle position which gives maximum positive moment for the element no. Maximum positive moment due to live load = 1749.1 k-ft. 444 is 1749.1 k-ft and we want to find the corresponding centrifugal loads. For example, the maximum positive moment of the j-end of element no. Using this feature, the vertical effect on wheel loads due to centrifugal loading can be taken into account for particular elements selected by the user. ![]() New feature about centrifugal loads has been implemented in Civil 2018 (v2.1) as shown below. ![]()
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