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![HL-93 AASHTO Vehicular Live Loading | Truck | Tandem | Design Lane Load](https://i2.wp.com/engineeringcivil.org/wp-content/uploads/2016/08/AASHTO-HL-93-Tandem-Tire-Plan.jpg?resize=260%2C337&ssl=1)
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![HL-93 AASHTO Vehicular Live Loading | Truck | Tandem | Design Lane Load](https://i2.wp.com/engineeringcivil.org/wp-content/uploads/2016/08/AASHTO-HL-93-Truck-Tire-Plan.jpg)
![STRUCTURE magazine | AASHTO Vehicle Live Loading](https://i2.wp.com/www.structuremag.org/wp-content/uploads/2020/03/0420-cs-2-768x819.jpg)
![HL-93 AASHTO Vehicular Live Loading | Truck | Tandem | Design Lane Load](https://i2.wp.com/engineeringcivil.org/wp-content/uploads/2016/08/HL93-Truck-Position-for-Maximum-Saggin-Moment-in-Span-1.jpg?resize=585%2C218&ssl=1)
![Solved Q2. Given: the girder is designed in accordance with | Chegg.com](https://i2.wp.com/media.cheggcdn.com/media/fec/fecc646a-8d9c-4967-ba3a-c62e0d518887/phpH3EETC.png)
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![HL 93 Truck in the Transverse Direction of the Bridges for Two, Three](https://i2.wp.com/www.researchgate.net/profile/Iman-Mohseni/publication/270105275/figure/fig2/AS:562682807808000@1511165443491/HL-93-Truck-in-the-Transverse-Direction-of-the-Bridges-for-Two-Three-and-Four-Lane.png)