Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Golf Course Bridge Design & AASHTO

[Subject Prev][Subject Next][Thread Prev][Thread Next]
We did something similar to that. Use 100 psf live load or 4.8 kPa. Use ACI
Provisions since AASHTO is for truck loading. Golf Carts fall in the
category of live loads as specified in UBC. (See Table of minimum live
loads). Hope this helps. 

Allan Yango

> ----------
> From: 	Ed Fasula[SMTP:tibbits2(--nospam--at)]
> Reply To: 	seaint(--nospam--at)
> Sent: 	Friday, July 23, 1999 12:07 PM
> To: 	seaint(--nospam--at)
> Subject: 	Golf Course Bridge Design & AASHTO
> We're just starting on a job to use 100' salvaged bowstring trusses to
> make
> a golf course bridge.  It's going to carry carts, people, and golf course
> equipment (tractors).
> I'm wondering if the lane live load pattern we need would be in AASHTO's
> Standard Specifications for Highway Bridges, another publication, or if
> we're going to have to make it up ourselves.
> Regards,
> Ed