Floor Live Load Calculation
Floors and minimum uniformly distributed live loads engineering toolbox resources tools and basic information for engineering and design of technical applications.
Floor live load calculation. Calculator offers options for hl 93 kgm45 and a manual selection of live load model. Live load psf dead load psf span calculator for wood joists and rafters available for the iphone. Span calculator for wood joists and rafters also available for the android os. John bologna a structural engineer with coastal engineering co in orleans mass responds.
Online free live maximum floor live load capacity is a great engineering tool to help you calculate floor strength use it now. The condition which gives worst effect should be considered for structural design but both should not be considered to act simultaneously. About live load calculator. However if the attic is intended for storage the attic live load or some portion should also be considered for the design of other elements in the load path.
The structures are to be investigated for both uniformly distributed and worst position of concentrated loads. More detailed explanations and examples can be found in my text. A typical wood frame floor covered with carpet or vinyl flooring has a dead load of about 8 pounds per square foot. The irc defines live loads as those loads produced by the use and occupancy of the building or other structure and do not include construction or environmental loads such as wind load snow load rain load earthquake.
If theres wall board covered ceiling suspended from the underside of that floor the dead load increases to about 10 pounds per square foot. What is the best way to calculate live loads for floor framing in a house. Following are the live loads for different buildings. Separate values for roof and floor dead loads can be entered if desired.
The most efficient way to navigate the engineering toolbox. 3the transverse wind load for. W maximum allowable stationary live load k modulus of subgrade reaction h thickness of slab s allowable extreme fiber stress in tension e modulus of elasticity. For columns it is assumed that tributary areas are the same for all floors.
Live loads are assumed to be the same on all floors with no live loads on roof. 2attic loads may be included in the floor live load but a 10 psf attic load is typically used only to size ceiling joists adequately for access purposes.
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