Highway Research Record, Issues 330-339National Research Council, Highway Research Board, 1970 - Highway engineering |
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Page 107
... deflection ( lb / in . ) ; the width of the flexural member has already been considered . Solutions to the ... Deflection DEFLECTION & MOMENT COEFFICIENT , C 0.5 1.0 Uniform k 7 Uniform k Deflection Step k 0.5k- Moment k Moment = CQR ...
... deflection ( lb / in . ) ; the width of the flexural member has already been considered . Solutions to the ... Deflection DEFLECTION & MOMENT COEFFICIENT , C 0.5 1.0 Uniform k 7 Uniform k Deflection Step k 0.5k- Moment k Moment = CQR ...
Page 108
... deflection and moment for constant values of k , and also for a stepped variation in k , are available ( 2 ) . The case where the soil to a depth of 0.4R has a modulus equal to 0.5k ( Fig . 4a ) is a better approximation for preloaded ...
... deflection and moment for constant values of k , and also for a stepped variation in k , are available ( 2 ) . The case where the soil to a depth of 0.4R has a modulus equal to 0.5k ( Fig . 4a ) is a better approximation for preloaded ...
Page 9
... deflection factors were calculated from the measured data by use of the equation FT w E , / pa , where p is approximated by P / a2 ; Figure 9 shows a plot of these experimental deflection factors together with the theoretical ones cal ...
... deflection factors were calculated from the measured data by use of the equation FT w E , / pa , where p is approximated by P / a2 ; Figure 9 shows a plot of these experimental deflection factors together with the theoretical ones cal ...
Contents
THE AIRPORT ACCESS PROBLEM IN TOKYO | 5 |
AIRPORT ACCESS TO HEATHROW AIRPORT LONDON | 13 |
CLEVELAND RAIL TRANSIT AIRPORT SERVICE | 21 |
Copyright | |
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