ETCULVERT EXAMPLE. - ppt download
Maximum simple span moment based on current HL-93 design load model.
CE 312 Lecture 36: Influence Line Analyses for AASHTO HL-93 Live Loading (2023.11.13)
AASHTO - BRIDGE - CALCULATE MAX MOMENT FOR THE UNIFORM LOADING DUE TO HL-93 TRUCK ON THE BRIDGE 50'
Full-scale test of precast prestressed concrete double-tee girder for rural bridges, Advances in Bridge Engineering
Applied Sciences, Free Full-Text
HL-93 AASHTO Vehicular Live Loading - Truck - Tandem - Design Lane Load, PDF, Truck
HL-93 AASHTO Vehicular Live Loading - Truck - Tandem - Design Lane Load, PDF, Tire
Applied Sciences, Free Full-Text