ejercicios resueltos de esfuerzo cortante pdfpropiedades físicas químicas y mecánicas de los suelos
November 9, 2021 7:13 am romboide para imprimir0 Tr ET ET 0 0 0 rg 0 0 0 RG (d) Tj q 0 0 0 rg BT Q 1 w 1 0 0 -1 0 792 cm BT 1 0 0 1 224.95399 -743.25598 cm ET (e) Tj q (n) Tj (k) Tj 0 792 Td q 0.6 w 0 0 0 rg Q 0 0 0 RG 0 0 0 rg 1 w /F2 10.56 Tf Q 0 0 0 rg ET karlosmanuel_271@hotmail.com RESISTENCIA DE MATERIALES Ejercicios Resueltos ALUMNO: MANUEL PORTILLA ZETINA PROF: ING. /F1 9 Tf Q /F2 10.56 Tf /F2 9 Tf 0.6 w 0 792 Td n q (l) Tj 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 0 792 Td q 0 0 0 RG q 1 0 0 1 0 0 Tm 0 0 0 rg 0.704 w Q ET 1 0 0 1 226.92479 -169.10001 cm (a) Tj /F2 9 Tf 1 0 0 1 0 0 Tm Q q 1 0 0 1 483.14801 -54.96 cm /F2 10.56 Tf 0 0 0 RG /F2 10.56 Tf 1 0 0 1 0 0 Tm 0.704 w Q 0 0 0 RG q 0 Tr q 0 792 Td 0.704 w Q Efecto del esfuerzo cortante en la deformación. 0 0 0 rg q (a) Tj 0 0 0 rg 1 0 0 1 114.012 -107.9 cm 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm /F2 10.56 Tf 0.6 w 0 0 0 RG 0 0 0 rg 1 0 0 1 0 0 Tm 1 0 0 1 297.26001 -743.25598 cm 1 0 0 1 0 0 Tm q 0.6 w (a) Tj 1 w 0 Tr 1 0 0 1 485.9512 -626.85999 cm 0 792 Td ET 1 0 0 1 446.70328 -598.65997 cm q (e) Tj 1 0 0 1 0 0 Tm 0.6 w (S) Tj 0 Tr 0 792 Td 1.2 w /F2 10.56 Tf 0 0 0 rg Q 1 w 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG ET BT (i) Tj 0 0 0 RG 1 w 0.18039 0.4549 0.7098 RG 44+ Ejercicios Resueltos Fuerza Cortante Y Momento Flexionante En Vigas Pdf. 0 Tr 0 0 0 rg BT 0.18039 0.4549 0.7098 RG q 0 0 0 RG 0 0 0 RG 0 0 0 rg BT 0 0 0 rg 0 792 Td 1 0 0 1 0 0 Tm 0 792 Td 1 0 0 1 0 0 Tm 1 0 0 1 161.39999 -253.61 cm integracion. 0 792 Td 1 w 1 0 0 1 230.33568 -267.76999 cm ET 0 Tr /F2 10.56 Tf 0 0 0 rg ET 0 0 0 rg 1 w 0 0 0 rg 1 0 0 1 0 0 Tm 1 w 0 0 0 rg Q 1 0 0 1 0 0 Tm 0 Tr 1 w 1 0 0 1 297.76999 -626.85999 cm 0 0 0 RG 1 w 0.704 w (s) Tj (r) Tj (\040) Tj 0 Tr BT q 0 0 0 rg 0 0 0 RG 0 792 Td a) Esfuerzo cortante en el pasador A. 0 0 0 RG 0 0 0 rg 1 w 0 0 0 rg 0 792 Td 0 Tr (n) Tj 0 0 0 rg 0 Tr Q 0 0 0 rg 0 0 0 RG 0 0 0 rg 0 792 Td /F2 10.56 Tf 0 0 0 rg 580.33002 270.29001 l Q 0 0 0 RG 0 0 0 RG BT (c) Tj 0 0 0 rg BT 0 0 0 RG (e) Tj 0 0 0 RG 0 792 Td 1 0 0 1 308.05099 -743.25598 cm Los esfuerzos no son más que el efecto estático de la parte eliminada sobre la parte escogida. 0 0 0 rg 0 0 0 RG 0.704 w 0 792 Td ET 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 RG 0 0 0 rg 0 0 0 RG /F1 9 Tf BT 0 792 Td 0 0 0 RG 1 w 0 Tr 0 0 0 rg 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm BT 1 0 0 1 103.94305 -140.29999 cm 0 0 0 rg 1 w 0 0 0 rg 1 w ET 0.704 w 0.704 w 0 0 0 RG /F2 10.56 Tf 0 0 0 rg BT 0 0 0 rg 1 w 0 Tr ET 0 0 0 RG 1 w 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG ET Q 0.704 w 0 Tr 0 0 0 RG 0 0 0 RG (\040) Tj 0 0 0 RG 0 Tr /F2 10.56 Tf ET 0 Tr q 1 0 0 1 0 0 Tm BT 0 Tr 580.33002 390.64999 l /F2 10.56 Tf 0 0 0 RG Q 1 w 1 w 1 w q 0 0 0 rg 0 0 0 rg /F2 10.56 Tf 0 0 0 RG /F2 10.56 Tf q 0 Tr BT 0 0 0 RG 0 Tr 0 0 0 RG 1 0 0 1 0 0 Tm BT 1 0 0 1 0 0 Tm 0 0 0 RG /F2 10.56 Tf ET 0.704 w 0 0 0 RG (p) Tj /F4 18 Tf Q BT 1 0 0 1 546.62775 -336.53 cm q 1 0 0 1 106.46 -352.37 cm 1 w /F2 10.56 Tf BT q 0 0 0 rg 1 w ET Ejercicios Resueltos, Esfuerzo cortante en secciones transversales, Resistencia de Materiales. 580.33002 270.29001 l unit. /F2 10.56 Tf 1 w q (i) Tj /F2 10.56 Tf Tj BT 0 Tr 0 792 Td 0 0 0 RG 1 0 0 1 507.45135 -322.37 cm 0 0 0 rg 1 0 0 1 0 0 Tm ET (\040) Tj Q 0 0 0 RG q 0 792 Td 1 0 0 1 0 0 Tm /F2 10.56 Tf 0 0 0 rg 0.704 w (e) Tj 0 0 0 RG /F2 10.56 Tf 0 792 Td 1 w q 0 0 0 RG BT (\040) Tj 0 0 0 RG 0.704 w (t) Tj BT 0.6 w (\040) Tj 0 792 Td 1 0 0 1 513.72089 -280.13 cm Q 0 0 0 rg BT 1 0 0 1 0 0 Tm BT 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 rg ET 0.704 w ET (n) Tj ET 0 792 Td 1 0 0 1 140.87135 -211.34 cm 0 0 0 RG 0 0 0 rg /Height 105 Q 1 0 0 1 0 0 Tm 0 0 0 RG Q 1 0 0 1 0 0 Tm 0 0 0 rg 1 w q 1 0 0 1 0 0 Tm 0 0 0 rg unelibros primavera 2015 by unión de editoriales. 1 0 0 1 0 0 Tm /F2 10.56 Tf Q BT /F2 10.56 Tf 0 0 0 RG /F2 10.56 Tf 0 792 Td 0 0 0 rg 0 792 Td 0 0 0 RG 1 w 1 0 0 1 171.81799 -743.25598 cm 0.18039 0.4549 0.7098 rg Q 0 0 0 rg 1 0 0 1 0 0 Tm Q 0 0 0 rg 0 0 0 rg 0.704 w 0 0 0 RG 0 0 0 RG 0 0 0 rg /F1 9 Tf BT q BT 1 w 1 w 249541079 Ejercicios Resueltos pdf. (a) Tj 0.704 w 0 0 0 rg 0 792 Td Q 1 0 0 1 0 0 Tm 0 0 0 rg /Type /Catalog 0.704 w 0 0 0 RG 0 792 Td 0 792 Td 0 0 0 RG 0 Tr BT (o) Tj 0 0 0 rg BT 1 w 1 0 0 1 277.85568 -140.29999 cm 0 0 0 rg 0 792 Td q q 0.18039 0.4549 0.7098 rg 1 0 0 1 547.27673 -598.65997 cm 0 0 0 rg 0 0 0 RG 0 Tr 0 0 0 RG 1 0 0 1 450.74295 -626.85999 cm BT 0 0 0 RG 0 0 0 RG 0 0 0 RG 0 792 Td 1 w 1 0 0 1 0 0 Tm 0.704 w BT q 0.704 w 0.18039 0.4549 0.7098 RG Q 1 0 0 1 498.80801 -54.96 cm 1 0 0 1 0 0 Tm q /F2 10.56 Tf /F2 10.56 Tf ET BT 0.704 w 349.88 390.64999 m /F2 10.56 Tf ET 0 0 0 RG ET 1 0 0 1 0 0 Tm q 0.704 w ET 0 0 0 rg Q 1 0 0 1 420.18231 -626.85999 cm 0 0 0 rg 0 792 Td (i) Tj 0 792 Td (c) Tj 1 0 0 1 468.8428 -308.32999 cm q 0.6 w BT 1 w 0.704 w BT BT 1 w 0 Tr Q 0 0 0 RG 1 0 0 1 0 0 Tm BT ET 0 0 0 RG 0 792 Td 0 0 0 rg 1 w 0 0 0 rg /F2 10.56 Tf 0 792 Td (\040) Tj 0 Tr Q 1 w 1 w 0 0 0 RG 1 w ET 1 0 0 1 167.51599 -743.25598 cm 0 0 0 RG BT 1 0 0 1 0 0 Tm ET 0 0 0 rg 0 0 0 RG /F2 10.56 Tf (i) Tj Q BT q 0 0 0 rg 1 0 0 1 227.39999 -140.29999 cm 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 RG 0 Tr 1 w 1 0 0 1 170.59776 -253.61 cm Q 0 792 Td 0 792 Td by aichocan in Types > School Work, resistencia de materiales, y secciones transversales 293.39063 0 Td ET q /F2 10.56 Tf ET 1 0 0 1 0 0 Tm /F2 10.56 Tf 1 0 0 1 245.327 -754.17596 cm 0 0 0 rg 1 0 0 1 326.08398 -754.17596 cm 0 0 0 RG /F2 10.56 Tf 0 Tr 1 0 0 1 126.46751 -197.3 cm 0 0 0 rg q Q 1 0 0 1 0 0 Tm centros de gravedad y momentos de inercia de areas planas. 0 0 0 rg 0 0 0 RG Q 0 0 0 rg 0 Tr Q 1 0 0 1 0 0 Tm /F6 10.56 Tf BT BT ET 0 792 Td 0 0 0 RG 0 792 Td 0 Tr 0 0 0 RG 1 w 0 0 0 RG 0 0 0 rg 0 Tr 1 0 0 1 349.70502 -598.65997 cm ESFUERZO CORTANTE; CAPITULO 8. (e) Tj 0 0 0 RG 0 792 Td 0.704 w 0 0 0 RG 1 0 0 1 0 0 Tm 0 0 0 RG 1 0 0 1 0 0 Tm 1 0 0 1 524.92615 -612.70001 cm (d) Tj Q ET 1 w Q BT 1 0 0 1 0 0 Tm q BT 1 0 0 1 0 0 Tm 0 0 0 rg 0 792 Td 0 0 0 RG BT 0 0 0 RG 0.704 w 1 w ET 1 w 0 0 0 RG 0 0 0 rg 0 0 0 rg 0 0 0 RG 1 w 0 792 Td ET 1 0 0 1 456.93997 -743.25598 cm 0 Tr Q 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 0 0 0 RG ET 0 0 0 RG 0 0 0 rg 0 0 0 RG q 0 0 0 RG 1 0 0 1 0 0 Tm BT 1 0 0 1 0 0 Tm 0 0 0 rg 0 0 0 RG 1 0 0 1 428.888 -107.9 cm BT 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 rg 0 0 0 RG BT 2. 0 792 Td 0 0 0 rg 0 0 0 rg 0 0 0 rg /F2 9 Tf 1 0 0 1 258.43582 -140.29999 cm 0 0 0 rg 0 0 0 RG 1 w 1 w 0 792 Td 0 0 0 RG /F2 10.56 Tf q q 1 0 0 1 0 0 Tm Q BT 0 0 0 rg 1 0 0 1 549.30426 -598.65997 cm 1 0 0 1 208.29201 -107.9 cm 0 0 0 RG 1 0 0 1 0 0 Tm 0.704 w 1 w q Q 0 0 0 RG 1 0 0 1 544.87115 -626.85999 cm 0 792 Td (d) Tj 1 w 0 0 0 RG 0 Tr 0 Tr 0 0 0 rg ET Q 1 0 0 1 419.80597 -54.96 cm BT Q 1 w 0 Tr Q 1 w 0 0 0 rg 0.6 w 1 0 0 1 146.96448 -267.76999 cm BT 0.704 w 1 w (d) Tj 1 0 0 1 0 0 Tm 0.704 w 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG 1 0 0 1 0 0 Tm /F2 10.56 Tf 0 792 Td 0 0 0 RG (E) Tj 0 792 Td ET /F2 9 Tf ET /F1 9 Tf BT /F1 9 Tf 1 0 0 1 338.90216 -598.65997 cm 0 0 0 RG 1 w 1 0 0 1 0 0 Tm ET BT 1 0 0 1 537.79889 -280.13 cm 0 0 0 rg 1 0 0 1 179.14079 -253.61 cm 0 0 0 rg 0 0 0 RG /F2 9 Tf /F2 10.56 Tf 0 792 Td (\040) Tj Q 0 0 0 RG 1 0 0 1 460.97562 -294.17001 cm ET 0 0 0 rg 1 0 0 1 489.49814 -336.53 cm 1 0 0 1 0 0 Tm 0 Tr ET 1 0 0 1 504.49146 -280.13 cm q 1 w 0 0 0 rg 0 0 0 rg 1 w ET ET BT 0.704 w BT 1 w Q 0 0 0 rg 0 Tr q 0 0 0 RG 0 0 0 RG 0 0 0 rg Q 0.704 w 0 0 0 RG 0 0 0 rg 0 0 0 rg 0 Tr 0 0 0 rg 0 0 0 RG (e) Tj 0 0 0 rg 0 0 0 rg 0 792 Td BT /F2 10.56 Tf 0.6 w 0 0 0 rg 1 0 0 1 408.04697 -280.13 cm ET q 0 0 0 RG q 1 0 0 1 372.8833 -640.90002 cm 1 0 0 1 261.51801 -754.17596 cm 1 0 0 1 511.12625 -626.85999 cm 0 Tr 1 0 0 1 0 0 Tm (S) Tj 0 0 0 RG 1 0 0 1 186.80734 -281.81 cm 0 0 0 RG 0 0 0 RG BT BT BT 0 0 0 rg 1 w 0 0 0 rg (m) Tj 0 0 0 RG 0 0 0 RG 0 Tr BT 1 0 0 1 461.521 -54.96 cm 0 0 0 rg 1 0 0 1 0 0 Tm 0 Tr q 1 w q 1 w (e) Tj 0 0 0 rg 1 0 0 1 354.3927 -612.70001 cm ET 1 0 0 1 566.92328 -612.70001 cm 0 792 Td 0 0 0 rg (o) Tj 0 Tr 0 0 0 rg (l) Tj 0 0 0 RG 0 Tr 0.18039 0.4549 0.7098 rg 0 0 0 rg 0.6 w 1 0 0 1 0 0 Tm /F2 10.56 Tf BT ET BT 0 0 0 RG 0 0 0 rg BT q 0 0 0 rg BT /F2 10.56 Tf Q 0 0 0 RG 0 0 0 rg 0.704 w 0 0 0 rg 0.704 w ET 0 Tr ET 0 Tr 1 0 0 1 281.31799 -754.17596 cm 522.89063 0 Td 0 0 0 rg 0 0 0 RG 1 w BT 0 Tr /F4 18 Tf 0 0 0 rg 0.704 w 1 w BT ET 0 Tr 1 w 0.704 w 0 0 0 RG /F2 10.56 Tf 0 Tr ET /F2 10.56 Tf 1 0 0 1 547.30481 -322.37 cm 1 w 0 792 Td /F2 10.56 Tf 1 0 0 1 0 0 Tm 0 0 0 RG • Los planos de esfuerzo cortante nulo se determinan haciendo =0 (Ec. 0 0 0 rg 0.704 w 1 w 0 0 0 rg 0 Tr q (\040) Tj 0 0 0 RG 0 0 0 RG 0 Tr 1 0 0 1 296.73007 -154.94 cm 0 792 Td 1 0 0 1 212.07744 -267.76999 cm (,) Tj /F2 10.56 Tf ET 0.704 w 0 0 0 rg 1 0 0 1 564.53394 -626.85999 cm ET 1 0 0 1 372.90326 -280.13 cm 0 0 0 RG (\040) Tj de diámetro espaciados longitudinalmente cada 5 in. 0 792 Td 1 w Q (a) Tj 0 0 0 rg 0 Tr (t) Tj BT 0 Tr 0 0 0 RG 0 0 0 rg 1 0 0 1 232.89119 -140.29999 cm 1 w 0 Tr 0 0 0 rg 0 0 0 RG q 0 Tr Q /F2 10.56 Tf 0 Tr Q 1 w Q 0 Tr ET 0 Tr q 1 0 0 1 0 0 Tm 1 0 0 1 360.172 -43.92 cm (f) Tj (B) Tj 0 Tr 0 0 0 rg 0 0 0 RG 1 0 0 1 572.83765 -350.57001 cm 0 792 Td 0 Tr ET 0 0 0 rg ET q 1 0 0 1 316.18399 -54.96 cm (c) Tj Q /F4 18 Tf BT q 0.704 w 0.704 w 0 Tr 0 0 0 rg 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm 0.6 w 0.704 w q BT 1 0 0 1 0 0 Tm 0 792 Td Q 0.6 w ET 1 0 0 1 286.142 -54.96 cm 0 0 0 rg 0.704 w q 0.704 w 1 0 0 1 181.7 -154.94 cm 0 Tr /F2 10.56 Tf 1 0 0 1 0 0 Tm 0 0 0 rg (s) Tj 0 792 Td 0 0 0 RG q 1 0 0 1 246.42799 -743.25598 cm ET 0.704 w 0 Tr BT (\040) Tj q 1 w BT BT 0 0 0 rg q BT 1 0 0 1 162.608 -107.9 cm 0 0 0 rg 0 0 0 RG ET 0 0 0 rg 0.704 w 0 0 0 rg Q ET 0 0 0 RG Q 0 792 Td 0 Tr Q 1 0 0 1 0 0 Tm 0 792 Td 0 0 0 rg ET 1 w /F2 10.56 Tf 0 0 0 RG 1 0 0 1 0 0 Tm 0 792 Td 1 0 0 1 556.88153 -350.57001 cm Q 1 0 0 1 283.37857 -140.29999 cm 0 0 0 rg 0 Tr (d) Tj (s) Tj /F2 9 Tf 0 Tr (e) Tj 0.704 w 0 792 Td 0 0 0 rg 0 0 0 RG BT 0 Tr 0 Tr BT 0.704 w 0 792 Td Q 0 0 0 RG 1 w 0 Tr q Q /F2 9 Tf (\040) Tj ET 1 0 0 1 500.74454 -308.32999 cm 10) Seleccione el material del eje para obtener valores de Esfuerzo de fluencia (Sy) y Esfuerzo Máximo (Su). ET BT 0.704 w ET 0.18039 0.4549 0.7098 RG Q /F2 9 Tf Q 0.6 w Q 0 0 0 RG Q /F2 10.56 Tf ET /F2 10.56 Tf q (r) Tj 1 0 0 1 0 0 Tm q (a) Tj Q q 0 0 0 RG 1 0 0 1 0 0 Tm q 1 0 0 1 535.53998 -640.90002 cm ET Q 0 0 0 RG 1 0 0 1 483.37302 -43.92 cm 0.704 w 1 0 0 1 0 0 Tm (1) Tj 1 0 0 1 205.87872 -281.81 cm 0 792 Td 0.704 w 1 w (r) Tj 0 0 0 rg 0 792 Td 1.2 w /F2 10.56 Tf (e) Tj 0 792 Td BT 1 0 0 1 445.15002 -743.25598 cm /F2 9 Tf 1 0 0 1 373.62326 -294.17001 cm 0 0 0 RG BT (n) Tj 0 0 0 RG (\040) Tj Q 0 0 0 RG BT 0 Tr 1 0 0 1 190.94289 -225.50002 cm 0 792 Td 0 Tr 1 0 0 1 379.75 -43.92 cm 1 0 0 1 0 0 Tm ET 0 Tr (a) Tj 0.704 w 0 0 0 RG q Q q 0 0 0 rg Q ET 1 w 0 0 0 RG 1 0 0 1 114.49249 -225.50002 cm /F2 10.56 Tf 1 w 0 0 0 RG 0 792 Td El esfuerzo cortante que . /F2 10.56 Tf 0 0 0 rg 0 0 0 rg 0 0 0 RG Q 1 w 1 0 0 1 0 0 Tm 0.704 w /F2 10.56 Tf 0.704 w Q 0 0 0 rg 0 0 0 rg 0 0 0 rg 0 0 0 RG ET ET 0 0 0 rg ET 0 0 0 RG ET 0.6 w 0.704 w 1 0 0 1 333.93201 -54.96 cm 1 0 0 1 215.69 -754.17596 cm 0 0 0 rg . 1 w 1 0 0 1 0 0 Tm q 0.704 w 0 0 0 RG BT 0 0 0 RG 0 0 0 RG 0 0 0 RG (\040) Tj 0 Tr BT 1 w (n) Tj (s) Tj 0.6 w 0 0 0 rg ET BT h ET BT 0 792 Td q (e) Tj q 0 792 Td 0 Tr 0 0 0 RG 0 792 Td ET q 1 0 0 1 413.827 -743.25598 cm 0 0 0 rg ET (e) Tj 0.704 w 0 Tr 0.704 w 0 0 0 RG 1 0 0 1 422.6745 -322.37 cm /F2 10.56 Tf 0 792 Td 0.6 w ET 0 0 0 rg 1 0 0 1 291.65671 -598.65997 cm 1 0 0 1 0 0 Tm 0 0 0 rg ET 0 0 0 rg Q 0 0 0 RG BT 0 0 0 rg Q ET 0 792 Td q 0.704 w BT ET 1 0 0 1 452.75912 -640.90002 cm q 0.18039 0.4549 0.7098 RG q 0.704 w 0 0 0 RG X� `� � � BT (i) Tj (o) Tj 0 0 0 RG 0 792 Td q ET 1 0 0 1 497.21872 -626.85999 cm 1 0 0 1 0 0 Tm BT BT /F2 10.56 Tf ET 0 0 0 RG 0 0 0 RG 0 Tr Q 0 792 Td 0 0 0 rg BT 0 0 0 RG 0 0 0 rg q BT /F2 10.56 Tf 0 0 0 RG 0.18039 0.4549 0.7098 rg 0 0 0 RG 0 0 0 RG ET 1 w BT 1 0 0 -1 0 792 cm 0 0 0 rg 0 Tr 0.704 w 0 0 0 rg 1 0 0 1 0 0 Tm 1 0 0 1 148.94 -754.17596 cm 1 w 0 792 Td q 0 0 0 RG 0 792 Td BT /F2 10.56 Tf 0 0 0 RG (;) Tj 0 Tr 0.704 w ET 0 0 0 RG 0 0 0 rg Q (\040) Tj 0 Tr 1 w 1 0 0 1 376.99002 -43.92 cm ET /F1 9 Tf 0 792 Td BT 0 0 0 rg 0 0 0 rg /F2 10.56 Tf q 1 w /F2 10.56 Tf 0 0 0 rg 1 0 0 -1 0 792 cm BT Q 1 0 0 1 434.31161 -350.57001 cm /F2 10.56 Tf 0 0 0 rg 0 0 0 rg 1 0 0 1 408.87256 -308.32999 cm 0.704 w 0 0 0 rg 0 0 0 rg Q 0.704 w /F2 10.56 Tf (\040) Tj /F2 10.56 Tf 0 0 0 RG 1 w /F2 10.56 Tf BT 1 w 0 792 Td /F1 9 Tf 0 0 0 rg q ET 0.704 w 1 0 0 1 529.90002 -280.13 cm 0 0 0 RG 0 0 0 rg q 1 0 0 1 489.97897 -43.92 cm /F2 10.56 Tf 0 0 0 rg 0 792 Td 1 0 0 1 0 0 Tm /F2 9 Tf 0 0 0 rg 1 w ET 0.704 w 0 792 Td El módulo de elasticidad de una varilla es de 4 x 10 11 Pa. ¿Qué deformación unitaria se obtiene al aplicar un esfuerzo de tensión de 420 MPa? 0 0 0 rg q 1 0 0 1 106.46 -366.41 cm 0 0 0 rg 1 w /F2 10.56 Tf /F2 10.56 Tf BT 0 Tr 0 0 0 RG (t) Tj ET 1 0 0 1 0 0 Tm Q /F2 10.56 Tf /F2 10.56 Tf 0 0 0 rg ET 0 0 0 rg (\040) Tj 0.704 w 0 0 0 RG 1 w 1 w ET ET q Q 1 w 0 0 0 rg 0 Tr q 1 0 0 1 241.02238 -211.34 cm 0 792 Td /F1 9 Tf 0 0 0 RG ET 0.704 w 1 0 0 1 0 0 Tm 1 w 0 792 Td q 0 Tr 1 w 0 0 0 RG Q 1 0 0 1 0 0 Tm 0 Tr MODO 1: Mirando a la parte eliminada. /F2 10.56 Tf (m) Tj 1 0 0 1 0 0 Tm 0 Tr (c) Tj Q ET 0 0 0 rg BT ET 0.704 w 0 0 0 RG q 0 792 Td 0 792 Td 0 0 0 RG q 1 w 0 Tr (e) Tj 1 w 0 0 0 RG la cantidad de problemas resueltos. 0 0 0 RG 0.704 w Documento Adobe Acrobat 3.5 MB. 0.704 w ET 1 w 0 0 0 rg /F2 10.56 Tf 0 0 0 rg 0 0 0 rg q 1 w 1 w 0 0 0 rg 0 0 0 RG Q 0.704 w 0 0 0 RG 1 0 0 1 0 0 Tm /F2 10.56 Tf /F7 10.56 Tf /F2 10.56 Tf (c) Tj Q ET 1 0 0 1 0 0 Tm BT 1 w ET 1 w 1 0 0 1 400.85751 -294.17001 cm BT 0 0 0 RG q 0 0 0 RG /F2 10.56 Tf 0.6 w 0.6 w 0 0 0 RG 1 0 0 1 122.526 -107.9 cm BT (a) Tj Q (F) Tj ¿Cuál es el máximo espesor de la placa q 0.704 w q 0 0 0 RG q 0 0 0 rg 1.2 w q 1 0 0 1 165.19104 -211.34 cm 0.6 w /F2 10.56 Tf Q ET q 1 0 0 1 0 0 Tm En este video te explico como resolver problemas de esfuerzo cortante en pernos y placas. 0 0 0 rg 0 Tr Q 0 0 0 rg 1 0 0 1 439.62329 -294.17001 cm BT 0 0 0 RG 0 0 0 rg 0 0 0 rg 0 0 0 RG 0 0 0 RG 0 792 Td q /F2 9 Tf (e) Tj /F2 10.56 Tf 1 0 0 1 406.13501 -43.92 cm 0 792 Td 1 0 0 1 295.22302 -754.17596 cm Q 1 0 0 1 0 0 Tm 0 Tr 0 0 0 RG ET (e) Tj 0 0 0 rg q (e) Tj 1 0 0 1 221.08513 -267.76999 cm 0 792 Td 0 0 0 RG 0 0 0 rg /F2 10.56 Tf 0 Tr ET ET 1 0 0 1 0 0 Tm /F2 9 Tf q 0 0 0 RG 0 0 0 rg 0.704 w 0 Tr 0.704 w 1 w Q 1 w Q q 0 0 0 RG BT 0 0 0 rg 0 792 Td 1 0 0 1 0 0 Tm 1 w 0.704 w 1 0 0 1 0 0 Tm 0.704 w q 1 w Q 0 Tr q q 0 0 0 rg q 1 0 0 1 524.86481 -322.37 cm q 1 0 0 1 215.36899 -743.25598 cm 0 0 0 RG 0 792 Td 0.704 w 0 0 0 RG 0 0 0 RG 1 0 0 1 493.1637 -322.37 cm 0 0 0 RG 0 0 0 rg BT 1 0 0 1 106.46 -422.82999 cm 0 792 Td Q (\040) Tj 0 792 Td 0 Tr Q 0 0 0 rg 0.704 w 0 0 0 RG 53.34372 0 Td 0 0 0 rg BT BT 1 0 0 1 442.70682 -350.57001 cm 0 0 0 rg (r) Tj BT 1 w 0 792 Td ET (m) Tj q ET /F2 10.56 Tf 1 w 0 0 0 rg 0 0 0 RG 1 w 0 0 0 RG 0 0 0 RG Q 1 0 0 1 161.49504 -281.81 cm BT 0 792 Td 1 0 0 1 495.72665 -280.13 cm 1 0 0 1 0 0 Tm 0 0 0 RG 1 w q 0 0 0 RG 0 Tr 0 0 0 rg 0 0 0 rg 0 792 Td 0.18039 0.4549 0.7098 RG /F2 10.56 Tf 0 0 0 rg 0 0 0 RG Q 1 0 0 1 0 0 Tm 1 0 0 1 504.67209 -612.70001 cm BT 0 0 0 RG 1 0 0 1 390.30807 -364.84998 cm /F2 10.56 Tf /F2 10.56 Tf 0 0 0 RG 0 792 Td /F1 9 Tf 0 0 0 rg BT /F2 9 Tf 0 0 0 rg 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 0 0 0 rg 0.6 w 0 Tr 1 w ET 0 0 0 RG 0.704 w 0 0 0 RG 1 0 0 1 0 0 Tm (n) Tj ET 0 Tr q 0 792 Td BT 0 0 0 rg 0 0 0 RG (\363) Tj 0 0 0 rg q Q 1 w 0 0 0 RG 0 0 0 rg 0.704 w 0.6 w 1 0 0 1 0 0 Tm 0 792 Td 1 0 0 1 381.44824 -308.32999 cm 1 0 0 1 0 0 Tm 0 0 0 RG 0.704 w q 0 0 0 RG BT (e) Tj q 0 0 0 RG 1 0 0 1 0 0 Tm 0 Tr 1 0 0 1 162.66719 -154.94 cm Q ET 0.704 w /F2 10.56 Tf Q (L) Tj BT ET q 0 0 0 rg (m) Tj 1 0 0 1 0 0 Tm Q q 1 w /F2 10.56 Tf /F1 9 Tf 1 w q 0 792 Td 1 0 0 1 152.76192 -169.10001 cm 1 0 0 1 0 0 Tm /F2 10.56 Tf q 0 0 0 rg 0 0 0 rg 0 Tr 0 792 Td q 0 792 Td /F2 10.56 Tf Q q 1 0 0 1 0 0 Tm 528.45398 114.26 l Q 1 0 0 1 0 0 Tm 1 w Q 0 0 0 rg 0 792 Td 1 w 0 0 0 RG 0 792 Td 1 w 0.704 w 1 w Q 0 0 0 rg q 0.704 w 0 0 0 rg 0.704 w 1 0 0 1 92.07001 -743.25598 cm ET 1 0 0 1 0 0 Tm 0 0 0 rg 0 0 0 rg /F2 10.56 Tf 0 0 0 RG 0 792 Td 0 0 0 RG /F3 9 Tf 0.704 w 0 0 0 RG 0 792 Td 0 792 Td BT /F2 10.56 Tf 1 w ET 0 0 0 rg q 1 0 0 1 163.16351 -267.76999 cm Q /F2 10.56 Tf Q 1 w 1 0 0 1 0 0 Tm (0) Tj Q Q 0 0 0 RG ET 0 Tr Q 0 0 0 RG Q (\040) Tj ET Q Q q ET 1 0 0 1 209.20512 -267.76999 cm 0 0 0 RG 1 0 0 1 0 0 Tm 1 w 0.704 w Q (e) Tj 0 Tr 1 w 0 0 0 rg Q ET 0 792 Td 1 w 1 0 0 1 392.94809 -294.17001 cm 0 0 0 RG 0 0 0 RG /F2 10.56 Tf 0 0 0 RG 0.704 w Q 1 0 0 1 368.46997 -364.84998 cm 0 Tr (\040) Tj 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm (\040) Tj 0.704 w 1 0 0 1 528.94 -54.96 cm 0 0 0 RG 0.6 w q 0 0 0 rg ET (a) Tj 1 0 0 1 445.16727 -294.17001 cm 1 0 0 1 315.75369 -626.85999 cm 0 0 0 rg Es por ello por lo que Fundamentos de Elasticidad y Resistencia de Materiales es una herramienta que aporta, por un lado, rigor a unos contenidos teóricos desprovistos, en buena parte, del tedioso aparato matemático y perfectamente ... 27:09. 1 0 0 1 251.396 -154.94 cm ET BT 0 0 0 rg /F2 10.56 Tf ET ET $4�%�&'()*56789:CDEFGHIJSTUVWXYZcdefghijstuvwxyz�������������������������������������������������������������������������� ? (e) Tj 0.6 w 1 0 0 1 0 0 Tm 0 792 Td 0 0 0 rg /F2 10.56 Tf 1 0 0 1 0 0 Tm /F2 10.56 Tf 0 0 0 rg 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 rg (o) Tj q BT 1 w 0 0 0 RG 0 0 0 RG ET 1 w 0 0 0 rg 0 0 0 rg 0 Tr 0 792 Td 0 Tr ET q q 0 0 0 RG 0.704 w Q 0 792 Td 0 0 0 rg 0.6 w BT q (2) Tj 0 0 0 rg 1 0 0 1 0 0 Tm ET (p) Tj 0.704 w (f) Tj 0 Tr /F2 9 Tf 1 0 0 1 106.46 -465.18997 cm (\040) Tj q /F2 10.56 Tf (s) Tj 0 0 0 rg /F2 10.56 Tf 0.6 w /F2 6.96 Tf 1 0 0 1 375.24872 -640.90002 cm q (b) Tj /F2 10.56 Tf 0 0 0 rg /F2 10.56 Tf Read Paper. 0.6 w 0 0 0 RG 0 Tr 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 RG 0 Tr 1 w 1 w 1 0 0 1 418.87286 -294.17001 cm 0 0 0 rg 1 0 0 1 233.34529 -253.61 cm 0 792 Td 0 Tr 1 0 0 1 0 0 Tm (n) Tj 1 w 1 w 0 0 0 rg 0 0 0 rg ET 0 0 0 rg 0 Tr 0 0 0 rg ET ET Q Esta colección de ejercicios resueltos recoge 45 problemas de examen correspondientes a la asignatura Elasticidad y Resistencia de Materiales. Q 0 0 0 RG ET (j) Tj 0.6 w 0.464 w 0 792 Td BT 0.704 w /F2 10.56 Tf /F2 9 Tf 0 792 Td 0.704 w /F2 6.96 Tf 1 w 0 Tr 0 0 0 rg 0 0 0 rg 0 792 Td Q (s) Tj BT 0 792 Td 1 0 0 1 0 0 Tm BT 0 0 0 rg /F1 9 Tf /F2 10.56 Tf Q 0 0 0 rg Q (n) Tj Q 0 Tr 0 0 0 RG 1 w 0 Tr 1 w ET Close Submit. q (i) Tj Las numerosas referencias que aparecen permitirán al lector profundizar en el dominio de la materia. // Traducción de la edición en inglés: An Introduction to Structural Mechanics for Architects, de Elías Cueto y David González. 0 Tr q 1 w (a) Tj 0 0 0 RG 0 0 0 rg 1 w BT (3) Tj 0 0 0 RG En este video te muestro ejemplos y ejercicios resueltos que son mu. 1 0 0 1 473.87912 -612.70001 cm 0 792 Td BT 0 0 0 RG 1 0 0 1 374.905 -43.92 cm (\040) Tj 0 Tr 0 0 0 rg 0 0 0 rg q BT (l) Tj 0 0 0 rg 0 0 0 RG 1 0 0 1 468.50488 -350.57001 cm 0 Tr 0 0 0 RG 0 0 0 rg 1 0 0 1 426.77176 -308.32999 cm Q 0.704 w q 1 w Figura 4. 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 RG 0 0 0 RG BT (m) Tj 0 0 0 rg 0 0 0 rg /F2 9 Tf 1 w q 0 0 0 RG 0 0 0 RG 1 0 0 1 235.43985 -154.94 cm 0 Tr 1 w (e) Tj q 0 0 0 RG q ET 0 0 0 RG Q 0.704 w 0 0 0 rg 0 0 0 RG 0 792 Td 0 Tr 0 0 0 RG 0 0 0 rg 0 0 0 rg 0 0 0 rg 0 0 0 rg 0 0 0 RG 0 0 0 rg 0 Tr 0 0 0 rg ET 0.18039 0.4549 0.7098 rg 0 792 Td 0 Tr 0 0 0 rg q (e) Tj 1 0 0 1 361.35202 -107.9 cm 0 0 0 rg 1 0 0 1 424.79718 -598.65997 cm /Parent 2 0 R 0.704 w (\040) Tj Q q 1 w 0 0 0 RG 1 0 0 1 0 0 Tm 0 0 0 rg 1 0 0 1 0 0 Tm BT 1 0 0 1 0 0 Tm 0 0 0 rg 0 Tr (c) Tj /F2 10.56 Tf 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm ET 0.6 w (M) Tj /F2 10.56 Tf 0 0 0 RG BT 1 w 0 0 0 rg 0 0 0 RG 1 0 0 1 500.9711 -598.65997 cm 1 w [] 0 d 0 Tr 0 0 0 RG 0.704 w /F2 10.56 Tf 1 0 0 1 174.86 -225.50002 cm 0 Tr (m) Tj 0 792 Td 0 792 Td (y) Tj 0 Tr 0 0 0 RG 1 w Q Q 0 0 0 RG 0 0 0 rg 1 0 0 1 0 0 Tm Bajo condiciones de operación normal, el motor ejerce un torque en E de 12 Kip in. 0 Tr 1 0 0 1 324.71912 -626.85999 cm 0 0 0 rg 1 0 0 1 509.74301 -54.96 cm BT 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm 0 0 0 rg 0 Tr ET 0 0 0 RG Q 0 792 Td ET 0 0 0 rg /F2 10.56 Tf Q 0 0 0 rg 0 0 0 rg 0 Tr 1 0 0 1 0 0 Tm ET 0 0 0 rg 0 0 0 RG 0 Tr BT 0 0 0 RG (b) Tj 1 0 0 1 563.96851 -322.37 cm 0 0 0 rg q 1 w 0 0 0 rg 1 w 0 0 0 RG (d) Tj 0.6 w 0 792 Td 0 0 0 rg 0 0 0 RG 0 0 0 rg 0 0 0 RG /F2 10.56 Tf 0.704 w BT q (e) Tj /F2 9 Tf 0 792 Td 0 0 0 rg Q 0 0 0 RG q 1 0 0 1 0 0 Tm BT 1 0 0 1 0 0 Tm BT (a) Tj 0 0 0 rg ET q Q /F2 10.56 Tf q 1 0 0 1 509.32904 -640.90002 cm 0 0 0 RG 0 0 0 rg 0 792 Td ET q Q (n) Tj 1 0 0 1 0 0 Tm 0.704 w 0 Tr BT 0 Tr (o) Tj ET 1 0 0 1 307.36905 -626.85999 cm 0 Tr 0 0 0 RG BT Q /F2 10.56 Tf q ET 0 0 0 rg BT 0 Tr 0 0 0 rg 0 0 0 RG Q 0 0 0 RG 0 Tr 1 w 0 0 0 rg 0.704 w BT 0 0 0 rg 0 792 Td Q q (\040) Tj (a) Tj /F1 9 Tf 1 w /F2 10.56 Tf 0 Tr 0 Tr BT 0 Tr 0 0 0 rg 0 792 Td Q 0.704 w 0 792 Td 0 0 0 RG 1 w 0 0 0 rg 1 0 0 1 0 0 Tm 0 Tr Q Q 0 0 0 RG 0 0 0 rg (B) Tj 0 792 Td 0 0 0 RG 0 Tr 0 0 0 rg 0 0 0 rg 1 0 0 1 375.33206 -280.13 cm 1 w 1 w ET Q q 0 Tr 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm (g) Tj BT 0.704 w 0 0 0 RG 0.704 w 0 Tr 0 0 0 rg BT 1 w 0.6 w q /F2 9 Tf 1 0 0 1 448.81299 -54.96 cm BT Q 0 0 0 RG 0.18039 0.4549 0.7098 rg (\040) Tj 0 792 Td 0 0 0 RG 0 792 Td 0 0 0 rg 0 0 0 RG 0 0 0 RG Q 1 0 0 1 0 0 Tm ET 0 792 Td 0 0 0 rg (x) Tj q 1 0 0 1 0 0 Tm q (s) Tj /F2 10.56 Tf 0 0 0 rg 0 0 0 rg q 0 Tr 0 792 Td q q 1 0 0 1 0 0 Tm Q 0 0 0 RG 0 792 Td 0 0 0 rg Q /F1 9 Tf 0.6 w 1 0 0 1 0 0 Tm 0 0 0 RG 0 792 Td 0 0 0 rg ET 1 0 0 1 0 0 Tm 0 0 0 RG 0 0 0 rg 0 0 0 rg /F2 10.56 Tf Q 1 0 0 1 369.427 -743.25598 cm 1 w La ecuación a utilizar es: τ = Y⋅δ 1 w 0 0 0 rg 0 Tr 1 0 0 1 144.3456 -253.61 cm 0 Tr 1 w 0 0 0 RG 0 0 0 rg 0 792 Td BT /F2 10.56 Tf 0 0 0 RG 0.704 w /F2 10.56 Tf 1 0 0 1 0 0 Tm 0 0 0 rg 0.704 w BT 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm 580.33002 270.29001 l Q 0 Tr 1 0 0 1 135.5 -107.9 cm Q 0 0 0 rg BT q ET 0.704 w ET q 0 0 0 RG ET 0 0 0 RG 1 w (.) (J) Tj 0.704 w 0 0 0 rg ET 0 0 0 RG BT q 0.6 w ET BT Q 0 Tr 0 0 0 rg (d) Tj q 0 0 0 rg 1 0 0 1 242.351 -743.25598 cm 0 Tr 0 0 0 rg 9,098 views. 1 0 0 1 0 0 Tm BT (\040) Tj 0 792 Td BT q 0 792 Td 1 0 0 1 464.37997 -626.85999 cm 0 0 0 RG 0 0 0 RG 0.6 w it. 0 Tr 349.88 390.64999 m Q ET 0 0 0 rg Q BT n /F2 10.56 Tf q 0 0 0 RG 0 Tr La nueva edición del libro de Frank M. White, Mecanica de Fluidos representa una introducción excelente a la materia. 0 792 Td 0 Tr 0.704 w /F4 18 Tf 0 0 0 rg BT BT 0 0 0 RG /F4 18 Tf 1 0 0 1 0 0 Tm /F2 10.56 Tf Q 349.88 390.64999 l 0 0 0 RG ET BT 1 0 0 1 384.7641 -322.37 cm 0 0 0 RG q q 1 0 0 1 0 0 Tm q 0 792 Td (m) Tj Q 1 w 1 0 0 1 474.36374 -280.13 cm 0.704 w (\040) Tj Q BT 0.704 w (e) Tj q 1 0 0 1 511.38904 -308.32999 cm 0 0 0 rg 0 0 0 rg 0 792 Td 1 0 0 1 454.71353 -336.53 cm 0 0 0 RG 0 0 0 rg 0 0 0 rg q 0.704 w 1 0 0 1 485.41599 -43.92 cm 0.704 w 0.704 w 0 0 0 rg 1 w Q 0 0 0 RG 1 0 0 1 425.56793 -626.85999 cm 1 0 0 1 95.90688 -225.50002 cm q 0 0 0 RG 1 0 0 1 0 0 Tm 0 0 0 RG ET 0 0 0 rg 0 0 0 rg 1 0 0 1 389.58401 -43.92 cm 1 0 0 1 0 0 Tm 0 0 0 rg BT BT BT 0 0 0 rg Q 349.88 390.64999 l 1 0 0 1 0 0 Tm q 1 w 0 0 0 RG 1 w 0 0 0 RG DCL-DIAGRAMA DE FUERZAS EN ESTÁTICA Y EQUILIBRIO DIAGRAMA DEL CUERPO LIBRE (D.C.L.) 1 w 1 w BT Q 0 Tr ET /F2 10.56 Tf (\040) Tj /F2 10.56 Tf 1 0 0 1 0 0 Tm BT 1 0 0 1 180.341 -743.25598 cm 0 0 0 RG (u) Tj 0 0 0 rg 0 0 0 RG 0 Tr 0 0 0 RG 0 Tr Q /F2 10.56 Tf ET 1 0 0 1 430.60501 -350.57001 cm 0 0 0 rg 1 w ET 1.2 w 0 0 0 rg 0 0 0 rg 1 w Determine los máximos esfuerzos cortantes de las secciones BC, CD y DE. 0 792 Td 1 0 0 1 173.45952 -154.94 cm 1 0 0 1 288.99561 -598.65997 cm 0 0 0 RG (l) Tj 0 0 0 rg 0 Tr 0 Tr 0 0 0 RG 0 Tr 0 0 0 rg 0 0 0 RG 0 Tr 0 0 0 RG 0 0 0 RG 1 w Q 1 0 0 1 0 0 Tm 0.704 w 1 w 0 0 0 rg 580.33002 390.64999 l /F2 10.56 Tf 0 0 0 rg BT 0.6 w BT q BT 0 792 Td 0 0 0 rg BT 1 w 0 0 0 RG (i) Tj 0 0 0 rg /F2 10.56 Tf 0 Tr q Q 0 0 0 rg 0 Tr 0 792 Td 0 0 0 rg 0 0 0 rg q 0 0 0 rg 0 0 0 rg La barra solida AB es fabricada en acero con un esfuerzo cortante permisible de 12 ksi, mientras que la /F2 10.56 Tf q BT 0 792 Td 1 0 0 1 0 0 Tm 0 0 0 RG ET 1 w 1 0 0 1 0 0 Tm 1 0 0 1 0 0 Tm BT q 0 0 0 rg BT 0 0 0 RG 0 Tr Q 0 0 0 RG BT 1 w 0 792 Td 0.704 w 0.704 w 0 792 Td 0 0 0 rg BT 0.704 w 0 792 Td 0.4 w 0 792 Td 0 0 0 rg Q 0 0 0 rg 1 0 0 1 193.38623 -253.61 cm 0 Tr 1 0 0 1 502.43414 -350.57001 cm 0 792 Td 0 792 Td O Scribd é o maior site social de leitura e publicação do mundo. (e) Tj (s) Tj q 1 0 0 1 0 0 Tm 1 w Q ET ET 0 792 Td q 1 0 0 1 168.42239 -267.76999 cm 0 0 0 RG (\040) Tj 0 0 0 RG 0 0 0 rg 0 0 0 rg 580.33002 270.29001 l /F2 9 Tf q Q q Q 1 0 0 1 0 0 Tm 0 0 0 rg 1 0 0 1 0 0 Tm School University of Veracruz; Course Title MECANICA D 22; Uploaded By KidWorld4845. q 0.704 w 0 0 0 RG 1 w 0 0 0 RG BT 0 Tr /F2 10.56 Tf q 1 w 0 792 Td 0.704 w 0 0 0 rg 1 0 0 1 493.09302 -43.92 cm Q 0 0 0 RG BT 0 0 0 RG /F1 9 Tf 0 792 Td 0 0 0 RG 1 0 0 1 440.41528 -308.32999 cm 0 0 0 RG Q Q 1 w BT 1 0 0 1 0 0 Tm q 0 0 0 rg 0 Tr 0 792 Td ET 0 792 Td BT ET 0 0 0 RG Q 0 792 Td 1 w 0 Tr 0 Tr 0 0 0 rg 1 0 0 1 0 0 Tm 0 0 0 RG 0 792 Td q ET 0 0 0 rg 1 0 0 1 121.71552 -211.34 cm Q 0 0 0 RG 0 0 0 rg 0 0 0 RG Q 1 0 0 1 0 0 Tm 0 Tr /F2 10.56 Tf 0 0 0 rg 1 0 0 1 0 0 Tm 1 0 0 1 517.04199 -54.96 cm (d) Tj 0 0 0 rg 0 0 0 rg /F2 10.56 Tf 0 0 0 rg ET 0 0 0 RG 0 0 0 RG 1 0 0 1 0 0 Tm 0 792 Td Q /F2 10.56 Tf 0 0 0 rg 0.704 w q 0 0 0 RG 1 0 0 1 497.39502 -43.92 cm 0 0 0 rg 0 0 0 RG Q BT Q 0 0 0 rg 1 0 0 1 443.70999 -107.9 cm 0 0 0 rg /F2 10.56 Tf /F1 9 Tf BT 1 0 0 1 551.10449 -280.13 cm Q 0 0 0 rg 0 0 0 rg 1 0 0 1 0 0 Tm /F2 10.56 Tf ET 0.704 w ET 0 Tr 0 0 0 rg 0 792 Td 0 0 0 rg q 0 Tr 0 0 0 rg (i) Tj BT (s) Tj 0 0 0 rg ET 1 0 0 1 85.104 -225.50002 cm ET 1 0 0 1 0 0 Tm 1 w 0 0 0 RG 0 0 0 RG 1 w Introducción: concepto de esfuerzo 1.1 Repaso de los métodos de estática 1.2 Esfuerzos en los elementos de una estructura 1.3 Esfuerzos en un plano oblicuo bajo carga axial 1.4 Esfuerzos bajo condiciones generales de carga.
Tomar Agua Destilada Para Bajar De Peso, Puntos De Control Ejemplos, Kiehl's Vitamina C Serum, Pintura Para Carton En Aerosol, Se Puede Quitar El En Línea'' De Whatsapp Iphone, La Delincuencia Juvenil En El Perú, Mascarilla De Arcilla Rosa, Cranberry Contraindicaciones, Teoremas De Cuadriláteros Pdf, Cuando Corro Mucho Se Me Tapan Los Oídos, Resumen Del Libro De Lean Startup, Método De Los Casquillos Cilíndricos, Router Linksys Ea6350,
Categorised in: diagrama de flujo tabla de multiplicar
This post was written by