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tabla para diseño muros de contencion

Oct 30, 2015

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Jose Luis
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Hoja1dimenciones50350.1w1.92Tn/m333fvhxMvMh0.55p17.3927.39217.392fc281kg/cm2p236.962.4590.552fy4218kg/cm2p31.96546560.40.7861862418kg/cm2p48.329441.8515.409464Ka0.295p50.9004810.90048H6.17mEa18.3278912162.056666666737.6943629342B3.7m55.547385618.3278912168.7566666667115.0401302437.6943629342Pie0.8mtalon2.5mFSv3.0519186766cumple utilizado del suelo 29.7tn/m2corona0.4mFSd1.6669163801cumpled-base0.67mpto aplicacin de la f resultante alto del bastago5.5mx=1.3924285809alto del taco0.67me=0.4575714191