Reações de Apoio em Vigas - Lista de Exercícios Resolvidos em Concreto Armado

3 01 Para as vigas a seguir determinar as reações de apoio DISCIPLINA Sistemas Estruturais Concreto Armado Curso Arquitetura e Urbanismo Professor Raduan Krause Lopes 1 ΣFx0 AX0 KW ΣMA0 3023 158 BY70 BY3007 BY42857142 KW ΣFy0 AYBY10153020 AY42142857 KW 2 2 ΣFx0 AX0 KW ΣMA0 BY4 302152 154 1560 BY2004 BY50 KW ΣFy0 15 15 5 302 BY AY0 AY45 KW 3 ΣFx0 10cos60 AX0 AX5 KW ΣMA0 1563 BY6 10sen6080 BY56547 KW ΣFy0 AY156 BY 10sen60 0 AY42113248 KW 4 4 ΣFx0 10cos 60 AX0 AX5 KW ΣMA0 10sen602 BY5 563 1560 BY3253589 KW ΣFy0 AY BY 15 15 56 10sen60 0 AY3612435 KW 5 5 ΣFx0 AX0 KW ΣMA0 2584 52 104 BY70 BY8507 BY121428571 KW ΣFy0 510258 AYBY 0 AY 9357428 KN ΣFx0 AX 0 KN ΣMA0 102 202 2063 152 5 6 BY 5 0 BY 3605 BY 72 KN ΣFy0 10 35 5 208 72 AY 0 AY 118 KN ΣFx 0 AX 0 KN ΣMA0 5 10 BY 7 2084 0 BY 6557 BY 9357428 KN ΣFy0 AY BY 208 0 AY 66428571 KN ΣFx0 AX 0 KN ΣMA0 5 BY 5 2044 10 2 20422 23 0 BY 793 KN ΣFy0 AY BY 10 204 2042 0 AY 406 KN