Calculation Of Live Load Reaction For Abutments Bridges

Calculation Of Live Load Reaction  For Abutments For Bridges


The equivalent heights of soil for vehicular loading on abutments perpendicular to traffic are
as presented in LRFD [Table 3.11.6.4-1] and in Table 12.8-3. Values are presented for various
abutment heights. The abutment height, as used in Table 12.8-3, is taken as the distance
between the top surface of the backfill at the back face of the abutment and the bottom of the  











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