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Results of Loading Study
DISTRIBUTION OF WHEEL LOADS
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30d nails AASHO specifications accordance with AASHO applied load axle loads beam center of roadway center of span Cherry Creek corresponding wheel loads crossmember decking on edge deflections displacement method distribution of wheel end moments end reactions end support equations experimental data FEET FROM REACTION feet from support horizontal shear i6-foot interior stringers joint load cells load distribution load eel load on span load-cell support loading blocks loadometers matrix maximum bending maximum external shear maximum load maximum percentages maximum stress midspan nai led numbering from left one-axle wheel loads percent of AASHO percentages of wheel positioned along center positioned for maximum pounds per square REACTION STRINGER NUMBER rear axle rear trailer axle shear with rear spi ked static loads statically indeterminate stiffness stress in interior stringer is identified superstructure support of stringer theoretical timber bridge transverse decking wheel guard wheel loads determined wheel loads positioned Wildcat Creek bridge Yaak River