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RE: Fire Truck Loads[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc(--nospam--at)seaoc.org
- Subject: RE: Fire Truck Loads
- From: "Gregory P. Luth" <gluth(--nospam--at)klaa.com>
- Date: Tue, 30 Jun 1998 16:47:49 -0700
The largest load is under the outrigger of a large pumper with a ladder. I've typically used a 32 kip concetrated load as the criteria based on information from a truck manufacturer. This will usually govern the slabs and sometimes the beams. We recently received confirmation of this range of loading from the Anaheim Fire Department based on their trucks. By comparison, the HS20-44 has a 32 kip axle load, which for the slab design translates to a 16 kip concentrated load. -----Original Message----- From: Rob Fecarotta [mailto:rfecarotta(--nospam--at)kpff-irvine.com] Sent: Wednesday, July 01, 1998 4:34 AM To: 'seaoc(--nospam--at)seaoc.org' Subject: FW: Fire Truck Loads -----Original Message----- From: Bill Thorpe Sent: Tuesday, June 30, 1998 4:22 PM To: Rob Fecarotta Subject: FW: Fire Truck Loads ROB, can you post the following on the SEAOC server; thanks. I am looking for generalized design information on fire truck loads. Are the fire trucks axle loads limited to AASHTO HS20-44 or is there other axle and lane loading criteria?
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