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OUtput.txt <br />Y- COORD. OF BASE CENTRE REL. TO C.G. .. 31.928 ft <br />Z- COORD. OF BASE CENTRE REL. TO C.G. .. 3.711 ft <br />SOIL <br />SOIL CONSTANTS NUMBER OF SIDE LAYERS - 1 <br />LAYER LAYER SHEAR WAVE UNIT POISSON'S MATERIAL <br />NO. DEPTH VELOCITY WEIGHT RATIO DAMPING <br />ft ft /s 1 b /ft *" *3 <br />1 3.000 1200.00 120.00 0.250 0.100 <br />HALF -SPACE SOIL <br />SHEAR WAVE UNIT POISSON'S MATERIAL <br />VELOCITY WEIGHT RATIO DAMPING <br />ft /s lb/ft**3 <br />1.20E +03 120.00 0.250 <br />HARMONIC LOAD (QUADRATIC) <br />MAXIMUM FREQUENCY <br />MINIMUM FREQUENCY <br />STEP FREQUENCY <br />FORCE IN X- DIRECTION <br />FORCE IN Y- DIRECTION <br />FORCE IN Z- DIRECTION <br />MOMENT ABOUT X -AXIS <br />MOMENT ABOUT Y -AXIS <br />MOMENT ABOUT Z -AXIS <br />RESPONSE PHASE SHIFT TO BE PRINTED <br />RESULTANT TRANSLATIONS REQUIRED AT 4 POINTS <br />COORDINATES OF POINTS : <br />POINT X <br />NO. ft <br />1 - 24.487 <br />2 23.513 <br />3 23.513 <br />4 - 24.487 <br />0 <br />Y <br />ft <br />- 31.928 <br />- 31.928 <br />34.072 <br />34.072 <br />0.100 <br />200.000 Hertz <br />0.000 Hertz <br />2.000 Hertz <br />0.00E +00 slug.ft <br />4.90E +04 slug.ft <br />3.07E +03 slug.ft <br />5.28E +04 slug.ft**2 <br />3.14E +06 slug.ft**2 <br />- 2.15E +06 slug.ft**2 <br />Z <br />ft <br />7.711 <br />7.711 <br />7.711 <br />7.711 <br />D Y N A 6 S I M U L A T I O N <br />Copyright (c) Western - 2011 <br />Page 2 <br />