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• <br /> ART ANDERSON TASK: FAGOS001 DATE: 08/10/2017 <br /> ASSOCIATES TITLE: PREP:ADT <br /> " VALUE BEYOND ENGINEERING Certified Machine Foundation Drawings <br /> 202 Pacific Avenue <br /> Bremerton,WA 98337 <br /> 360-479-5600 I www.artanderson.com Supporting Calculations <br /> _................__._..._........_. .tu-svom�or amp � �s <br /> .—t. a sus,.�: ��...�, .._..._..__..__...._........... ..._.. — ._..._...................._.._.................................................._.._� <br /> spacings generally arc large enough so that there is To aid in evaluating traffic for the purposes of floor <br /> little or iio interaction between axles<Forklift truck slab design,typical forklift trucks have been divided <br /> traffic is expressed in terms of maximum axle load. into six categories as follows: <br /> Under maximum load conditions,weight carried by <br /> Forklift Tick Forklift Truck Maximum Loud <br /> Categlny Maxiown Axle Lead.kips (apaciy kips <br /> I 5 t 10 2 t 4 <br /> II 10 to 15 4 to 6 <br /> UI 15 to 25 6 to 10 <br /> IV 25 to 36 is to 16 <br /> V 36 to 43 16to20 <br /> VI 43 to 120 20 to 52 <br /> When forklift trucks have axle loads less than 5 kips considering each axle as one forklift truck axle of <br /> and the stationary live loads ate less than 400 approximate weight.For example,a three-axle truck <br /> pounds per square foot, the floor slab should he with axle loads of 6, 14, and 14 kips will be <br /> designed in accordance with TM 5-809-2!AF orf R6- considered as three forklift truck axles, one in <br /> 3,Chap.2.Vehicles other than forklift trucks such Category I and two in Category IL Tracked vehicles <br /> as conventional trucks shall be evaluated by arc categorized as follows: <br /> Forklift <br /> ?'ruck .TrackedVe/, 1ii-_ <br /> Cangory Maximum Bross T'erxltr,kips <br /> ite,,sslian 40 <br /> 11< to ii13, <br /> 1II 60 to 90 <br /> IV 90 to 120 <br /> Categories for tracked vehicles may be substituted for the same category for forklift trucks. <br /> 3-1 <br /> TM 5-809.1/AFM 88-3,Chap.15 <br /> CHAPTER 5 <br /> DESIGN PROCEDURE <br /> 5-1.General. which expresses varying axle loads and traffic <br /> Once the floor-slab design requirements have been volume in terms of relative severity.The DI ranges <br /> established,i.e.,the type of loadings,including wall from I to 10 with the higher number indicating a <br /> loads and both stationary live and moving live loads, more severe design requirement.The basic loading <br /> Final Calcs 3 OF 5 ) <br />