Hasing DESP

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concreto armado hasing

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Desplazamientos en C M J O I N T D I S P L A C E M E N T S X-X Rx= 7.5 Ry = 7.5 JOINT LOAD U1 Desp Inel CM1 SISMOX 1.19E-03 0.896 CM2 SISMOX 2.80E-03 2.099 CM3 SISMOX 4.50E-03 3.378

CM4 SISMOX 6.15E-03 4.609 J O I N T D I S P L A C E M E N T S Y-Y JOINT LOAD U2 Desp Inel CM1 SISMOY 1.81E-03 1.356 CM2 SISMOY 4.00E-03 3.003 CM3 SISMOY 5.95E-03 4.462

CM4 SISMOY 7.46E-03 5.593

Des Ine Entre he Drif0.896 2.7 3.31.203 2.7 4.51.279 2.7 4.71.231 2.7 4.6

Des Ine Entre he Drif1.356 2.7 5.01.648 2.7 6.11.459 2.7 5.41.131 2.7 4.2

Desplazamientos en Esquina J O I N T D I S P L A C E M E N T S Rx= 7.5 Ry = 7.5 JOINT LOAD U1 Desp Inel E1 SISMOX 1.96E-03 1.474 E2 SISMOX 4.50E-03 3.377 E3 SISMOX 7.07E-03 5.300 E4 SISMOX 9.39E-03 7.044 J O I N T D I S P L A C E M E N T S JOINT LOAD U2 Desp Inel E1 SISMOY 2.12E-03 1.588 E2 SISMOY 4.68E-03 3.510 E3 SISMOY 6.86E-03 5.144 E4 SISMOY 8.43E-03 6.323

Des Ine Entre he Drif1.474 2.7 5.51.903 2.7 7.01.923 2.7 7.11.744 2.7 6.5

Des Ine Entre he Drif1.588 2.7 5.91.922 2.7 7.11.634 2.7 6.11.179 2.7 4.4

Indice de GiroPiso xx

1 1.652 1.583 1.504 1.42

Piso YY1 1.172 1.173 1.124 1.04

Desplazamientos en Esquina J O I N T D I S P L A C E M E N T S Rx= 7.5 Ry = 7.5 JOINT LOAD U1 Desp Inel

ED1 SISMOX 1.98E-03 1.485ED2 SISMOX 4.54E-03 3.402ED3 SISMOX 7.12E-03 5.337ED4 SISMOX 9.45E-03 7.090

J O I N T D I S P L A C E M E N T S JOINT LOAD U2 Desp Inel

ED1 SISMOY 1.57E-03 1.175ED2 SISMOY 3.48E-03 2.609ED3 SISMOY 5.25E-03 3.934ED4 SISMOY 6.71E-03 5.032

Des Ine Entre he Drif1.485 2.7 5.51.917 2.7 7.11.935 2.7 7.21.753 2.7 6.5

Des Ine Entre he Drif1.175 2.7 4.41.434 2.7 5.31.326 2.7 4.91.098 2.7 4.1

Indice de GiroPiso xx

1 1.662 1.593 1.514 1.42

Piso YY1 0.872 0.873 0.914 0.97

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