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The concept of distributed loads on beams in the context of statics engineering mechanics. It covers the representation of distributed loads, their equivalence to concentrated loads, and the calculation of support reactions through the summation of moments. A sample problem and its solution.
Typology: Lecture notes
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A distributed load is represented by plotting the load
dA
dx w
L
.^
5 - 1
A distributed load is represented by plotting the load per unit length,
w
(N/m). The total load is equal to
the area under the load curve.
dA
dx w
0
x
dA x
dW x
L
load with a magnitude equal to the area under theload curve and a line of action passing through thearea centroid.
the total load or the area under the curve.
kN (^0).
F
through the centroid of the area under the curve.
.^
5 - 2
through the centroid of the area under the curve.
kN
18
m
kN
63
m (^5). 3 = X