rlrenz
Explorer
And here's a WORD copy of the side wall data:
The corners of the modular body shall be constructed of an extruded hollow aluminum shape. The cavity of this hollow shape shall be no larger than necessary to provide a solid connecting point for the horizontal structural members. Its design must allow for a minimum of six (6) inches of continuous weld where each horizontal structural member abuts the corner extrusion. This extrusion shall have an equivalent wall thickness of .125 inch. The corner extrusion shall have at least one (1) internal wall gusset of at least .188 inch high and .125 inch wide running the entire length of the extrusion. This requirement is to reduce the possibility of the extrusion bending, twisting or suffering other deformation when impacted or otherwise stressed.
The side assembly shall be reinforced with square aluminum extruded structural on an average of twelve (12) inch centers. These structural members shall be 2" x 2" extruded box tubing with an equivalent wall thickness of .125 inch. To minimize the possibility of the extrusion bending, twisting or suffering other deformation when stressed the extrusion shall be designed so that each of its three (3) walls incorporates an integral wall gusset of at least .125 inch high and .125 inch wide running the entire length of the extrusion. On the fourth (4th) wall of this extrusion, facing the interior of the body, an integral wall gusset of at least .1875" thick and .375" wide shall run the entire length of the extrusion. This gusset is to provide additional strength as well as to serve as a mounting point for internal equipment or structures. These structural shall be MIG (metal arc inert gas shielded) welded together to form the body's "roll cage".
To provide additional structural integrity in the body's corners where the side wall assemblies abut the front and rear wall assemblies there shall be horizontal gusset structures consisting of a rectangular tube measuring .125" x 1" x 2" x 6" long.
To ensure full weld penetration the vertical wall extrusions shall have a 45 degree "weld bevel" on all four (4) corners of the extrusion. This "weld bevel" can be part of the extrusion design or manually ground off the extrusion prior to assembly. In either case the extrusion's wall thickness shall be a minimum of .125 inch at the corner's bevel point. Extrusions with 90 degree corners are NOT acceptable.
The skin covering the front, side and rear walls shall be a single .125 Aluminum sheet with an alloy and temper strength of 5052 H32 for strength, ease of welding and corrosion resistance. Modular bodies fabricated from "multi-piece" front, rear or side skins are not acceptable to this Agency. Where the skin contacts the corner extrusions or the roof rail extrusion it shall be MIG (metal arc inert gas) welded. The skin shall be attached to the vertical and horizontal wall structural with VHB (Very High Bond) adhesive to allow flexibility in the wall assembly. In no case shall screws, rivets or other mechanical fasteners be used to attach the skin to these structural members.
The corners of the modular body shall be constructed of an extruded hollow aluminum shape. The cavity of this hollow shape shall be no larger than necessary to provide a solid connecting point for the horizontal structural members. Its design must allow for a minimum of six (6) inches of continuous weld where each horizontal structural member abuts the corner extrusion. This extrusion shall have an equivalent wall thickness of .125 inch. The corner extrusion shall have at least one (1) internal wall gusset of at least .188 inch high and .125 inch wide running the entire length of the extrusion. This requirement is to reduce the possibility of the extrusion bending, twisting or suffering other deformation when impacted or otherwise stressed.
The side assembly shall be reinforced with square aluminum extruded structural on an average of twelve (12) inch centers. These structural members shall be 2" x 2" extruded box tubing with an equivalent wall thickness of .125 inch. To minimize the possibility of the extrusion bending, twisting or suffering other deformation when stressed the extrusion shall be designed so that each of its three (3) walls incorporates an integral wall gusset of at least .125 inch high and .125 inch wide running the entire length of the extrusion. On the fourth (4th) wall of this extrusion, facing the interior of the body, an integral wall gusset of at least .1875" thick and .375" wide shall run the entire length of the extrusion. This gusset is to provide additional strength as well as to serve as a mounting point for internal equipment or structures. These structural shall be MIG (metal arc inert gas shielded) welded together to form the body's "roll cage".
To provide additional structural integrity in the body's corners where the side wall assemblies abut the front and rear wall assemblies there shall be horizontal gusset structures consisting of a rectangular tube measuring .125" x 1" x 2" x 6" long.
To ensure full weld penetration the vertical wall extrusions shall have a 45 degree "weld bevel" on all four (4) corners of the extrusion. This "weld bevel" can be part of the extrusion design or manually ground off the extrusion prior to assembly. In either case the extrusion's wall thickness shall be a minimum of .125 inch at the corner's bevel point. Extrusions with 90 degree corners are NOT acceptable.
The skin covering the front, side and rear walls shall be a single .125 Aluminum sheet with an alloy and temper strength of 5052 H32 for strength, ease of welding and corrosion resistance. Modular bodies fabricated from "multi-piece" front, rear or side skins are not acceptable to this Agency. Where the skin contacts the corner extrusions or the roof rail extrusion it shall be MIG (metal arc inert gas) welded. The skin shall be attached to the vertical and horizontal wall structural with VHB (Very High Bond) adhesive to allow flexibility in the wall assembly. In no case shall screws, rivets or other mechanical fasteners be used to attach the skin to these structural members.