UnitDeadLoad.htm What is unit dead load and how does it differ from unit weight?

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The unit dead load of a material is directly related to its unit weight, which for structural concrete is 145 lb/ft³. The dead load is calculated by multiplying the unit weight by the volume of the material; for example, 1 cubic foot of concrete has a dead load of 145 lbs, while 2 cubic feet would have a dead load of 290 lbs. The term "unit dead load" may also refer to the load of a specific structural unit, such as a floor or bridge, and can be expressed in force-per-unit-area depending on the context. It is essential to consult relevant specifications and textbooks for clarity on usage.

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What is the difference between the unit dead load and the unit weight of a material?

For example, the unit weight for structural concrete is 145lb/ft^3. What would the unit dead load be? 145lb?
 
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KV-1 said:
What is the difference between the unit dead load and the unit weight of a material?

For example, the unit weight for structural concrete is 145lb/ft^3. What would the unit dead load be? 145lb?

It depends on how many cubic feet of concrete you have. If you have 1 cubic foot, the dead load is 145 lbs.; 2 cubic feet, 290 lbs.; etc., etc.
 
The plain ordinary "dead load" is the unit weight times the volume.

I have seen the term "unit dead load" in specifications to refer to the same thing as the unit weight, or to the load of the specific structural unit (floor, house, office, bridge, whatever) under consideration. I've also seen it expressed in force-per-unit-area - so I'd say: check the context.
If your textbook uses the term, you should review the section that first talks about it to see what the text author is doing (and if they are being consistent).

i.e. http://www.bgstructuralengineering.com/BGASCE7/BGASCE7003/
 

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