To convert a distributed load to a point load, you need to calculate the total load acting over the distributed area. This is done by multiplying the intensity of the distributed load by the area over which it is acting. Once you have the total load, you can then consider it as a point load acting at the centroid of the distributed area. This simplification allows for easier analysis and calculations in structural engineering and mechanics.
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For an evenly distributed load (example: F=10 N/m):Simply multiply the distributed load times the span of the load.
If you have distributed load of w = 150 kN/m2 on a span of L = 10 m and width of B= 5m then you will have
W = w x B = 150 x 5 = 750 kN/m
P = W x L = 750 x 10 = 7500 kN as a point load acting n the centre of your area L x B
For an uneven distributed load (example: F=.5x^2 N/m)Converting this kind of distributed load into a point load involves calculating two things: 1) The total load 2) The point at which the load acts
To calculate (1), integrate the load function over the length. So for a beam of length 12m with distributed load F = 5x^2 N/m, you would integrate 5x^2 from 0 to 12.
To calculate (2), you need to find the place along the beam where the sum of the moments on either side = 0. You do this by solving the following equation for a:
Int[F(x)(a-x),x,0,a] = Int[F(x)(x-a),x,a,L]
Where:
Int[a,b,c,d] = integration of function a, with respect to b, from c to d.
F(x) = the distributed load
a = the distance at which the concentrated load acts
L = the total length the distributed load acts over Solving this for F(x) = kx^n shows that:
Loads proportional to x act at 2/3 L
Loads proportional to x^2 act at 3/4 L
Loads proportional to x^3 act at 4/5 L
etc.
Simply multiply the distributed load times the span of the load.
If you have distributed load of w = 150 kN/m2 on a span of L = 10 m and width of B= 5m then you will have
W = w x B = 150 x 5 = 750 kN/m
P = W x L = 750 x 10 = 7500 kN as a point load acting n the centre of your area L x B
For an uneven distributed load (example: F=.5x^2 N/m)
Converting this kind of distributed load into a point load involves calculating two things:
1) The total load
2) The point at which the load acts
To calculate (1), integrate the load function over the length. So for a beam of length 12m with distributed load F = 5x^2 N/m, you would integrate 5x^2 from 0 to 12.
To calculate (2), you need to find the place along the beam where the sum of the moments on either side = 0. You do this by solving the following equation for a:
Int[F(x)(a-x),x,0,a] = Int[F(x)(x-a),x,a,L]
Where:
Int[a,b,c,d] = integration of function a, with respect to b, from c to d.
F(x) = the distributed load
a = the distance at which the concentrated load acts
L = the total length the distributed load acts over
Solving this for F(x) = kx^n shows that:
Loads proportional to x act at 2/3 L
Loads proportional to x^2 act at 3/4 L
Loads proportional to x^3 act at 4/5 L
etc.
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38 feet longIt is not possible to give a definite answer without more detail. The construction and type of roof will determine the load (weight) bearing on the beam, and factors such as wind load and earthquake load, and the way the roof bears on the beam (truss/point load/distributed load) will all affect the sizing.
UDL = Uniformly Distributed Load UDSWL = Uniformly Distributed Safe Working Load UDL describes the way in which a load or weight is spread across a shelf area. Imagine a fish tank exactly the same size as the shelf; as you fill it with water, it finds its' own level so the load transmitted to the shelf is uniformly distributed.
material = PVC w = 384/5 X ymax XE X l/4 X l where L = 1 meter. deflection = 6 mm
I assume this is a cantilever beam with one end fixed and the other free, the load starts at the free end and continues for 4.5 m if w is the load distribution then it has a force at centroid of 4.5 w acting at distance of (6.5 - 4.5/2 )from the end, or 4.25 m The max moment is 4.5 w x 4.25 = 19.125
Think of a tensile load as a "pulling" force. A tensile load is the only type of load that can be taken by a rope, for instance.