h1: 10 cm h1: 15 cm (^) a: 1. γc:c: 25 KN/m³ γc:c: 25 KN/m³ P: γc:a * Ka * a g1: 2.5 KN/m² g1: 3.75 KN/m² P: 19 g2: 1 KN/m² g2: 1 KN/m² q: 0.5 KN/m² γc:a: 10 KN/m³ P: g1 + g2 + q a: 1.9 m P: 4 KN/m² qc: 19 KN/m² P: g1 + g2 + qc P: 23.75 KN/m² 3º ESFORÇOS SOLICITANTES LT LF lx/ly 0.430661205383 lx/ly 0. mx my 100 36.7 (^) INTERPOLAÇÃO MX: 5.41696 KN.m 0.7^ 32.3^ 18.8^ -69.8^ -56. MY: 1.98802432 KN.m 0.69^ mx^ my^ mxe^ mye 0.65 34.5 17.8 -73.1 -56. 32.74 18.6 -70.46 -56. MX: 10.53023168 KN.m MY: 5.9823552 KN.m Mxe: -22.66219072 KN.m Mye: -18.16577536 KN.m 4º COMPATIBILIZAÇÃO DE MOMENTOS PL1/LF1=PL2/LF1 PL2/LF2=PL3/LF Mye (PL1,2) Mye (LF1) COMP. Mye (PL2,3) Mye (LF2) COMP. 4.838327438 18.16577536 14.53 KN.m 4.8383274375 16.698895023 13.36 KN.m PL1/PL6=PL1/PL7=PL2/PL6=PL2/PL7 PL2/PL4=PL2/PL5=PL3/PL4=PL3/PL

Mxe (PL1,2) Mxe (PL6,7) COMP. Mxe (PL2,3) Mxe (PL4,5) COMP. 2.820409875 2.820409875 2.82 KN.m 2.820409875 2.7549639 2.79 KN.m 5º DIMENSIONAMENTO À FLEXÃO ARMADURAS POSITIVAS

ELEMENTO LT h (cm) b (cm) fck (mPa) fcd (KN/cm²) λ Lc

Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 5.41696 758.3744 0.94 OK 0.94 2.63 2. EIXO Y 1.98802432 278.323405 0.33 OK 0.33 0.92 1.

ELEMENTO LF1 h (cm) b (cm) fck (mPa) fcd (KN/cm²) λ Lc

Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 10.53023168 1474.23244 1.05 OK 1.05 2.94 2. EIXO Y 5.9823552 837.529728 0.58 OK 0.58 1.62 2. ELEMENTO LF Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 4.721174131 660.964378 0.46 OK 0.46 1.29 2. EIXO Y 7.658160783625 1072.14251 0.75 OK 0.75 2.1 2. ELEMENTO PL1/PL2/PL Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 0.732371625 102.532028 0.07 OK 0.07 0.2 2. EIXO Y 2.02570875 283.599225 0.2 OK 0.2 0.56 2. ELEMENTO PL4/PL Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 0.9022195125 126.310732 0.09 OK 0.09 0.25 2. EIXO Y 1.7202942 240.841188 0.17 OK 0.17 0.48 2. ELEMENTO PL6/PL Mk (KN.m) Md (KN.cm) X (cm) x/d (cm) X (cm) AS (cm²) AS (cm²) EIXO X 0.732371625 102.532028 0.07 OK 0.07 0.2 2. EIXO Y 2.02570875 283.599225 0.2 OK 0.2 0.56 2. ARMADURAS NEGATIVAS

ELEMENTO PL1/LF1=PL2/LF1 h (cm) b (cm) fck (mPa) fcd (KN/cm²) λ Lc

PL

m γc:a * Ka * a KN/m² LF2 PL1/PL2/PL ly/lx 0.873641 ly/lx 0. INTERPOLAÇÃO INTERPOLAÇÃO 0.9 19.7 30 -55.8 -66.1 0.55 9.4 26 -36. 0.874 mx my mxe mye 0.55 mx my mxe 0.85 18.8 32.3 -56.4 -69.8 0.5 9.4 26 -36. 19.232 31.196 -56.112 -68.024 9.4 26 -36. MX: 4.721174 KN.m MX: 0.732371625 KN.m MY: 7.658161 KN.m MY: 2.02570875 KN.m Mxe: -13.77467 KN.m Mxe: -2.820409875 KN.m Mye: -16.6989 KN.m Mye: -4.8383274375 KN.m PL4/LF2=PL5/LF Mye (PL4,5 Mxe (LF2) COMP. 4.363065 13.77467 11.02 KN.m PL6/LF1=PL7/LF

Mye (PL6,7) Mxe (LF1) COMP. 4.8383274375 22.66219 18.13 KN.m CA-50 Fyd (kn/cmP AS,min Cnom (cm) Ø (cm) d (cm) 50 43.48 0.15% 1.5 2.5 1 7 Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) 6.3 9 11 76 3. 6.3 5 15 18 8. CA-50 Fyd (kn/cmP AS,min Cnom (cm) Ø (cm) d (cm) 50 43.48 0.15% 2.25 2.5 1 12 Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) 6.3 9 11 47 3. 6.3 7 14 25 5. Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) 6.3 7 14 22 3. 6.3 7 14 25 3. Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) Detalhar 2X altura largura gancho 6.3 7 14 14 3.78 3. 6.3 7 14 25 2.1 2.1 0.1 0. Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) Detalhar 2X altura largura gancho 6.3 7 14 14 3.315 3. 6.3 7 14 22 2.1 2.1 0.1 0. Ø (mm) adotado Nb/m e (cm) Nb Tot Comp. B (m) Detalhar 2X altura largura gancho 6.3 7 14 14 5.13 5. 6.3 7 14 37 2.1 2.1 0.1 0. CA-50 Fyd (kn/cmP AS,min Cnom (cm) Ø (cm) d (cm)

PL4/PL5 PL6/PL

ly/lx 0.62986 ly/lx 0. INTERPOLAÇÃO INTERPOLAÇÃO -62.1 0.65 11.9 21.4 -35.2 -54.8 0.4 9.4 26 -36. mye 0.63 mx my mxe mye 0.38 mx my mxe -62.1 0.6 11.1 23.1 -35.6 -57.8 0.35 9.4 26 -36. -62.1 11.58 22.08 -35.36 -56 9.4 26 -36. MX: 0.90222 KN.m MX: 0.732372 KN.m MY: 1.720294 KN.m MY: 2.025709 KN.m Mxe: -2.754964 KN.m Mxe: -2.82041 KN.m Mye: -4.363065 KN.m Mye: -4.838327 KN.m

comp tot.(m)