https://communities.bentley.com/members/f7433c7c_2d00_ef3a_2d00_448c_2d00_a790_2d00_a5257571145fHamid Anajafi's recent activityen-USTelligent Community 12https://communities.bentley.com/products/bridge_design___engineering/f/bridgemaster-lars-leap-openbridge-rm-forum/247506/moment-capacity-using-lfd-and-lrfdMon, 10 Jul 2023 21:18:47 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2893dc2b-9aee-4ae6-8888-1e31fc5d5dfdPradeepa Mayakrishnan<p>In LEAP Bridge, when comparing the results for Moment Capacity of prestressed beam using LFD and LRFD, the amount of prestressing strands contribute to the capacity for the former one is drastically reduced with latter one at the same location?.Why there is difference in As for the same location in both approach?</p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1689023262362v1.png" alt=" " /><span style="color:#ff0000;">LFD</span></p> <p></p> <p><img style="max-height:240px;max-width:320px;" src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5930/pastedimage1689024039235v2.png" alt=" " /><span style="color:#ff0000;">LRFD</span></p> <p><span style="color:#ff0000;"></span></p> <p><span style="color:#000000;">Thank you.</span></p><div style="clear:both;"></div>