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The total dead plus live loads equal the “gravity load” of the structure. But yet more loads act upon buildings, as well. Environmental Loads. Before an edifice can pass code requirements, the structural design must also include other dynamic loads acting on it laterally. These environmental loads can come from snow, wind, soil movement and ...

An established load ( force ), located at a certain point on a supporting structure. This is opposite a uniform load, which is a force evenly distributed along a supportive structure. The bottom of a column presents a point load on a structure. A block wall represents a uniform load along a supporting structure.

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Distribution of Concentrated Load. The concentrated loads may be distributed over a small area. For example, consider a floor joist that has a constant tributary width of 4 ft in an area that has office occupancy. The uniform distributed live load and the concentrated load from ASCE 7-05 Table 4-1 are 50 psf and 2000 lbs, respectively.

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Live loads include any type of occupancy related loading and ASCE 7-05 Chapter 4 specifies the magnitude of the loads to be considered for a wide variety of cases. The specified live loads are generally expressed either as uniformly distributed area loads or point loads applied over small areas.

Structural loads or actions are forces, deformations, or accelerations applied to structure components. Loads cause stresses, deformations, and displacements in structures. Assessment of their effects is carried out by the methods of structural analysis.Excess load or overloading may cause structural failure, and hence such possibility should be either considered in the design or strictly ...

A distributed load is a force spread over a surface or line, which can be expressed in terms of force per unit area, such as kilonewtons (kN) per square meter. A point load is an equivalent load applied to a single point, which you can determine by calculating the total load over the object’s surface or length and attributing the entire load ...

HIGH DENSITY FLOORING -- FLOOR LOADS VS. DESIGN FLOOR LOADS It's About Uniform Building Codes The subject of actual floor loading versus design floor loading is often misunderstood. Did you know that the Uniform Building Code requires, at a minimum, floors be designed to support the dead load of the floor and the required live…

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For live load not exceeding 100 psf, not in passenger garages, not in assembly uses, with K LL x A T more than 400 square ft 2, Live load can be reduced by the following equation where L 0 is unreduced live load; A T is tributary area; and K LL is the live load reduction element factor: