example 6 - deck design, including collision on a type 7 and type 10m barrier 1 2019 design example 6 appendix a example 6 - deck design, inlcuding collision on a type 7 or type 10 m barrier example 6.1 - deck design general information 1. approximate elastic method, or 'equivalent strip' method aashto 2. refined methods aashto 3.
the following design standards were utiliz ed in this example: aash to lrfd bridge design specification, 7th edition, 2014 michigan department of transportation bridge design manual , volume 5 michigan department of transportation bridge design guide aci 440.4r-04, prestressing concrete structures with frp tendons
bridge railing and deck design example michael h. wenning, p.e. and kurt heidenreich, p.e., s.e. bridge railing design. 2 bridge railing design lrfd bridge deck design deck overhang design case 3: strength i limit state this is effectively the same design process as the interior strip using dead and live loads applied to
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cracking in the overhang must be checked for the controlling service load similar to design steps 2.9 and 2.11 . in most deck overhang design cases, cracking does not control. therefore, the computations for the cracking check are not shown in this deck overhang design example. design step 2.14 - compute overhang cut-off length requirement
10 'mcmoderns' that are taking over from mcmansions. by ilyce glink for example, you could be looking 'the traditionalist design aesthetic of mcmansions has been consistent since the 1980s.'