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Both and are plotted in chart form and coef cients are read based on longitudinal and transverse bending and torsion based on orthotropic plate theory Applied loads are converted into equivalent concentrated loads at standard locations for which charts are given For small values of , the method gets approximate and is not applicable to skew bridges 4 A simpli ed one-direction longitudinal beam model: Empirical procedures of distribution factors for transverse load distribution have been widely used in the US Since deck slab spans are in a transverse direction, a concentrated load will mainly be distributed in a transverse direction Distribution coef cient formulae developed by AASHTO LRFD make use of transverse distribution The simpli ed load distribution approach has been re ned for accuracy The accuracy of results has been calibrated against the rst two methods and is found to be acceptable The reasons for the success of the simpli ed approach are as follows: The observed de ections of a bridge can be approximated to that of a single longitudinal beam Direction of traf c ow coincides with the length of primary beams Convenience factor The effort required for preparing data and interpreting results is not time consuming for any design of ce 5 Distribution factors for moments, shears, and de ections: In a multiple-girder system, it is assumed that load path is in the direction of slab bending If beams are placed parallel to the direction of traf c, distribution from the deck slab is mainly in the transverse direction The combined lane load from all lanes is shared by the total number of beams Maximum distribution to the beam will be less than the full truck wheel load, due to Poisson s ratio effect and multiple-beam load sharing of the system An example of transverse load distribution from the LFD method: DF is a function of girder spacing (Figure 520) If beam spacing is 55 ft and distribution coef cient used is S/55, the coef cient 10 Hence, one line of wheel load is assumed to be distributed to the beam for this spacing Longitudinal distribution may be neglected since beam span is much longer than the spacing between adjacent beams However, for short span lengths and wide decks, this method becomes approximate and is modi ed in the LRFD Method If beams are spaced at 11 ft, the distribution coef cient 20, ie, two lines of wheel loads from two adjacent trucks will be shared by the beam The in-built conservatism has been corrected in the LRFD method, in which the longitudinal stiffness of the girder is considered An empirical formula based on the longitudinal stiffness of the slab and beam spacing is used It results in reduced distribution between 15 to 25 percent from the LFD method, and resulting beam design is more economical as seen by the example given below: DFm 0075 (S/95)06 (S/L)02 (Kg/12 L ts3)01 for two lanes loaded Kg needs to be calculated separately Assume L 100 ft, S= 12 ft, ts 8 in, Kg 1317,726 DFm 1773 wheels per beam LFD distribution factor S/55 218 wheels per beam for moments Reduction in BM 1773/218 =081; reduction 19 percent for interior beamHence beam design will be approximately 19% more economical See Appendix for solved example 6 In addition to live load, distribution factors for the following fatigue and de ection trucks need to be computed: Fatigue distribution factor De ection distribution factor Sidewalk de ection distribution factor if applicable.

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Table 101 General repair methods and materials Type of Deterioration Repair Methods Scaling 1 Overlaying 2 Grinding 3 Shotcrete 4 Coating 5 Strengthening 6 Replacement Materials Asphalt cement, epoxy or polymer concrete Bituminous coat Quick-setting mortar Linseed oil coat Concrete or steel Concrete or steel Remarks Cosmetic reasons/improving appearance Minimize wear and tear of tires Increasing life of structure

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Cost effective Expensive (continued on next page)

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Type of Deterioration Repair Methods Spalling 1 Overlaying 2 Patching 3 Shotcrete 4 Coating 5 Strengthening/replacement Caulking Pressure injection Jacketing: strapping overlaying Strengthening Caulking Pressure injection Coating Overlaying Grinding and overlay Dry pack Shotcrete Patching Jacketing Strengthening Reconstruction Voids Dry pack Patching Resurfacing Shotcrete Pre-placed aggregate Strengthening/replacement

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