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J2 INDUSTRIAL/COMMERCIAL CARTS & DOLLIES Ergo-Handle Carts The Ergo-Handle Cart are constructed of heavy-duty steel to handle uniform loads up to 4,000 pounds. The patented ergonomic chrome plated handle decreases fatigue by allowing the operator
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4 Code – The Code of Standard Practice for Steel Buildings and Bridges as published by the American Institute of Steel Construction. Column – a structural element that usually carries its primary loads in compression or tension parallel its axis. Column Base – usually a
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Unit load design involves determining the: 1. Type, size, weight, and configuration of the load 2. Equipment and methodCustom to handle the load 3. Methods of forming (or building) and breaking down the load. Selecting unit load size for in-process handling: • Unit
At-rest pressure for retained material K0 = 1 – sin( ’) = 0.590 Loading details Surcharge load on plan Surcharge = 10.0 kN/m2 Applied vertical dead load on wall Wdead = 85.6 kN/m Applied vertical live load on wall Wlive = 3.8 kN/m Position of applied vertical =
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AGVs vs. AMRs. AGVs and AMRs are bothCustom to move materials within an application. AGVs travel on a fixed path, relying on pre-programmed software for instructions. AMRs are an evolved version of AGVs that use perception and navigation algorithms to navigate and are not limited to a specific route. AMR technology is currentlyCustom in complex
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Chapter 3 – Design Loads for Residential Buildings It should also be noted that the wind load factor of 1.5 in Table 3.1Custom for load and resistant factor design is consistent with traditional wind design practice (ASD and LRFD) and has proven adequate in hurricane