div class=trans-pagebuttonPage 1button div class=trans-image amp-img class=trans-thumb alt=Page 1: Problema aplicativo 1 src=https:reader031fdocumentsecreader031viewer202202141658edd7ab1a28ab3d458b456fhtml5thumbnails1jpg width=142 height=106 layout=responsive amp-img divpCALCULO DE LAS FUERZAS EN LA ARMADURA DE UN PUENTEpdivdiv class=trans-pagebuttonPage 2button div class=trans-image amp-img class=trans-thumb alt=Page 2: Problema aplicativo 1 src=https:reader031fdocumentsecreader031viewer202202141658edd7ab1a28ab3d458b456fhtml5thumbnails2jpg width=142 height=106 layout=responsive amp-img divpΣMA = 0ΣF = 0 En “y”:p pEN EL TOTAL:En “x”:p pSOLUCION:pdivdiv class=trans-pagebuttonPage 3button div class=trans-image amp-img class=trans-thumb alt=Page 3: Problema aplicativo 1 src=https:reader031fdocumentsecreader031viewer202202141658edd7ab1a28ab3d458b456fhtml5thumbnails3jpg width=142 height=106 layout=responsive amp-img divpEN EL NUDO “A”:p pFAE 513333p pFAE 66667 lb COMPRESIONp pDESARROLLANDO:pdivdiv class=trans-pagebuttonPage 4button div class=trans-image amp-img class=trans-thumb alt=Page 4: Problema aplicativo 1 src=https:reader031fdocumentsecreader031viewer202202141658edd7ab1a28ab3d458b456fhtml5thumbnails4jpg width=142 height=106 layout=responsive amp-img divpEN EL NUDO “C”:p p-FCDp pFCD lb COMPRESIONp pΣF = 0 En “y”:pdiv