Primer Parcial Hºaºi

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  1.-Demostrar: d c y s  f  d  f  d b Aca **;**          Demostrar:         59.01* **  2   cd U   f  d b M       o FH   ; T C        1***85.0 ............................................  yd  scd   f   Aba f       o M  t      ; t c M  u  *      2...................... 2*****85.0        ad ba f   M  cd u   De (2)     3.......................... 2****85.0  22        ad d ad b f   M  cd u   De (1)   b f   f   Aa cd  yd  s **85.0 *         bcd  yd  scd  yd  scd U   f   f  ad d b f   f   Ad b f   M  *22 *85.0*8 *****85.0 ****85.0   hbdEyc0.85fcuaactEcu         d b f   f   Ad b f   f   A cd  yd  scd  yd  s ***7.1 *1****085 *      711*85.0***85.0  2    d b f   M  cd u           711*85.0***85.0  2    d b f   M  cd u   2.-Diseñar la Viga: PARA EL HORMIGON   HA-21 PARA EL ACERO   B500S 22 /48.43 15.1500/4.1 5.11.2 Cm KN  f  Cm KN  f    yd cd    Momentos: 393.86t/m76.89t/m467.11t/m76.891t/m39.88244.158.7850.862.760.454.87 1.0750.60xxx2m0.95m    92.532.5................. 287.445.087.4*891.76 245.0*45.0*86.393 32.545.0..................... 245.0*891.76 245.0*45.0*86.393 45.00............................................. 2*86.393 22               x x x M   x x x M  x X  M   x x x m x xd d m xd d   x M  x M  75.5025.268211.411 76.2;0     mtm M   *15.244 max    Para: mtm M   *15.244 max         2limmax 29.6748.4372.292572.292525200*1161.0**2* 1161.0, 252.01076.0 25200*9050.2441*/252004.1*90*200** /244150*4415.2*15.244 Cm f  U  A KN  f  d U  tablasdeU d  M m KN  f  d bU  m KN m MN mtm M   yd S  scd  scd d cd C             2 29.67  Cm A  s  Usar   2 34.64328  Cm     %5%38.4 29.67%100*)34.6429.67(   
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