http://bridgeforum.org/files/pub/2009/ibf/IBF2009-S4-P2-Boully.pdf Webb(c) Traffic load, e.g., 300LA and SM1600, including lateral position, if critical, and the number of design lanes. (d) Design traffic speed. (e) Fatigue criteria, including number of cycles and route factor. (f) Pedestrian load. (g) Collision load on piers, where applicable, or alternative load paths provided. (h) Design wind speeds.
00 Design Loads For Box Culverts For The SM1600 PDF
Webbsingle M1600 moving traffic load , without UDL, whichever is more severe. The load factor is 1.0 and the factor for full dynamic load allowance, (1 + α), is applied. The number of cycles of the design load effect, nM1600, to be applied in the fatigue design life (75 years) is: For 70% A160 axle load x (1 + α): WebbDesignLoadsfor Box Culvertsfor the SM1600DesignLoading ofthe Australian Bridge DesignCode AS 5100 Vic Nechvoglod, VVN (Software) Pty LtdGreg Forster, Roads and Traffic Authority, NSWABSTRACTThe new SM1600Designloading of the draft Australian Bridge DesignCode AS 5100 iscomplex. ports in splunk
BTD 2011/06 Rev 1 – Provisions for the Design of Super-T Girder …
WebbW80, A160 and M1600 traffic loads specified in AS5100.2 (including dynamic load allowance) and as described below, shall be used. 3.3. Live loads W80, A160 and M1600 … WebbA consistent level of load carrying (SM1600 and HLP400) capacity across Tasmanian roads, potentially improving road network access A reduction of in-situ concrete works A … Webbload effect some 25% greater than the general access 42.5t semi-trailer. It should be noted that the department is already designing new structures to the proposed SM1600 … ports in sicily