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The finite element analysis results indicate that the computer program ATENA is well capable to predict the ultimate load carrying capacity, displacement and cracking patterns of FPPC girder. Finite element analysis of FPPC monorail bridge girder was also performed by using a computer program ATENA which is a computational tool for nonlinear engineering analysis of bridges and culverts. (DCC) system for Microsoft Train Simulator Web Sites & Add-Ons.
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This is an indication that the design details and construction procedure of FPPC girder are appropriate and further that this system could be used effectively to construct straddle monorail transit systems. Trainz simulator free download - Trainz Simulator, Trainz Simulator 2.
Further, the maximum ultimate load-carrying capacity was observed to be much greater than the design load under ultimate loading conditions. The observed maximum deflections under service load conditions were less than the permissible limits at all locations. Further, cracking of the concrete was not observed at any location. Tolong di perbaiki link download interior CC 206 gan Thanks. The test results indicate that the behaviour of the FPPC girder under service load conditions is elastic. Meanwhile, the ultimate load in a monotonic manner was applied only on the left exterior and middle span as a four-point loading scheme. Service load in a monotonic manner was applied on the right exterior span (two-point), middle span (two-point), and on the left exterior span and middle span (four-point). Both service and ultimate loads were applied as two-point loadings. The FPPC girder was tested under different loading conditions (such as service and ultimate loading conditions). The FPPC girder was constructed at the casting yard of Sino-Thai Engineering and Construction Public Company Limited (STECON), Thailand. inside apartment in building A as obtained from (c) wind tunnel test (d) LES with fixed wind. The newly proposed FPPC girder is mainly comprised of three reinforced concrete (RC) hollow haunched girders, four piers or supports, two pier segments, four wet joints, and four bearings at each support. Stathopoulos 2007, 2009, 2010, 2013 Gousseau et al. The salient features of the newly proposed girder system include lightweight, low-cost, easy and fast construction. The investigated FPPC girder represents the actual size, design and construction details for a newly designed monorail transit system (Yellow Line and Pink Line Monorail) in Bangkok, Thailand. This study presented the results of an experimental program conducted on a newly proposed Full-scale Precast Post-tensioned Continuous (FPPC) girder for straddle monorail.