Distribution of Wheel Loads on a Timber Bridge Floor |
Other editions - View all
Common terms and phrases
10,000 Average Deflection 25 per cent ABCDEFGHI DEFLECTION ABCDEFGHL adjacent stringers applied at mid-span Average Average Deflection Carried by Stringers Cent Load Carried Cent of Load coefficients concentrated load continuous beam theory DEFLECTION OF STRINGERS Deflection readings Deflection Under Stringers end of stringer F AND G F G H FIGURE floor beam G STRINGER hâ‚‚ INCHES STRINGER 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 moment of inertia Paulet Theory Position of loads POUNDS STRINGER proportions of load ratios strain gage strain readings Strength of Materials Stresses in Stringer STRINGER 400 stringer spacing stringer system STRINGERS F Stringers in Inches Table 19 Taken with Load TEST FLOOR SLAB TIMBER BRIDGE FLOOR timber floor TOTAL tractor wheels transverse floor truck various stringers WEST VIRGINIA UNIVERSITY wheel load width