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10,000 Average Deflection 25 per cent adjacent stringers applied at mid-span Average Average Deflection bulletin Carried by Stringers Cent Load Carried Cent of Load coefficients concentrated load continuous beam theory cross-bridging Deflection of Stringers Deflection readings Deflection Under Stringers determined Distribution of Wheel end of stringer F and G Figure floor beam G Stringer H 1 Total increments of load L/2 Midway L/2 over Stringer laminated floor Load at L/2 load distribution Load in Pounds load taken load was applied Midway Between Stringers modulus of elasticity nailed panel Paulet Theory Proportion of Load ratios strain gage strain readings Strength of Materials Stresses In Stringer Stringer E Stringer Stringer F Stringer Load stringer spacing stringer system Stringers in Inches Table 17 tabulated Taken with Load Test Floor Slab Timber Bridge Floor timber floor tractor wheels transverse floor truck various stringers View of Test west virginia university Wheel Load width