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Winkler - Beam on Elastic Foundation Page 1

A Delft University Geotechnics Program

Copyright 2000 by A. Verruijt

Delft University Geotechnics, libro resistencia de materiales ejemplo

General Data

Licensed User : Delft University GeotechnicsFile Name : MAEJ1101.wnkProblem Name : libro resistencia de materiales ejemploNumber of Sections : 0EI (kNm) : 313835.1

Width (m) : 0.500

Input Data

Sections

Layer Length Load Springm kN/m kN/m

Forces

Point F MkN kNm

0 0.000 0.000

Output Data

Displacements, Shear Forces and Moments

Point x w Q Mm m kN kNm

0 0.000 -0.000502 0.000 0.0001 0.250 -0.000210 -0.436 -0.0552 0.500 0.000081 -0.515 -0.1733 0.750 0.000373 -0.237 -0.2674 1.000 0.000665 0.399 -0.2475 1.250 0.000956 1.393 -0.0236 1.500 0.001248 2.744 0.4947 1.750 0.001539 4.452 1.3938 2.000 0.001831 6.518 2.7659 2.250 0.002121 4.037 4.08410 2.500 0.002411 1.911 4.82811 2.750 0.002700 0.141 5.084

12 3.000 0.002988 -1.276 4.94213 3.250 0.003275 -2.341 4.49014 3.500 0.003561 -3.054 3.81515 3.750 0.003847 -3.417 3.00716 4.000 0.004131 -3.431 2.15117 4.250 0.004416 -3.095 1.33518 4.500 0.004700 -2.412 0.64619 4.750 0.004984 -1.380 0.17220 5.000 0.005268 0.000 0.000

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Winkler - Beam on Elastic Foundation Page 2

Delft University Geotechnics, libro resistencia de materiales ejemplo

Graphs

Maximum displacement : 0.005 m

Maximum shear force : 6.518 kN

Maximum moment : 5.084 kNm

w

Q

M