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LOCATION OF ABUTMENTS AND SPAN LENGTH
SPECIFICATIONS UNIT STRESSES AND LOADS
ELASTIC ARCH THEORY
2 other sections not shown
AASHO specifications abutment movements arch axis arch rib assumed Bauingenieur bending moments calculations CM CM CM rH Columbia Counties compressive stresses cross section dead load rib dead load thrusts deflection moments determined Diaphragm Dischinger displacement due to dead due to live effect elastic center equation factors of safety falsework feet floor beams floor slab ft-kips H CM hanger reactions highway bridge hollow rib section horizontal reaction horizontal thrust impact factor inertia kips left abutment left end load rib shortening maximum bending maximum hanger modulus of elasticity moments and thrusts obtained plastic flow PLATE GIRDER BRIDGE reaction due Reinforced Concrete Arches rise-span length ratio roadway rotation shrinkage and rib span length steel ratio Stringer spacing structure Table temperature changes traffic ultimate strength vertical deflections wheel load width wind load WISCONSIN DELLS Wisconsin River Wisconsin State Highway