Podcast
Questions and Answers
The x-coordinate of the centroid of the shaded area in Problem 2 is ______.
The x-coordinate of the centroid of the shaded area in Problem 2 is ______.
2.99
The curve defining the boundary of the shaded area is given by the equation y = kx^______.
The curve defining the boundary of the shaded area is given by the equation y = kx^______.
1/3
The distributed load is increasing at the rate of ______ lb/ft per foot.
The distributed load is increasing at the rate of ______ lb/ft per foot.
10
At point A, the reaction force is denoted as ______.
At point A, the reaction force is denoted as ______.
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In Problem 3, the area A of the shaded region is ______.
In Problem 3, the area A of the shaded region is ______.
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The intersection point of the curve with the x-axis in the diagram is at ______.
The intersection point of the curve with the x-axis in the diagram is at ______.
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The length of the beam is ______ ft.
The length of the beam is ______ ft.
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The point load at point C is labeled as ______ lb-ft.
The point load at point C is labeled as ______ lb-ft.
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In Problem 2, the y-coordinate of the centroid is ______.
In Problem 2, the y-coordinate of the centroid is ______.
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The shear force at x = 6 ft is ______ lb.
The shear force at x = 6 ft is ______ lb.
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The bending moment at x = 6 ft is ______ lb-ft.
The bending moment at x = 6 ft is ______ lb-ft.
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The distributed loads are marked as w(x) = ______.
The distributed loads are marked as w(x) = ______.
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The distributed load on the beam is ______ lb/ft.
The distributed load on the beam is ______ lb/ft.
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The support reaction at A is ______ lb.
The support reaction at A is ______ lb.
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The sum of the vertical forces (ΣFy) in equilibrium is ______.
The sum of the vertical forces (ΣFy) in equilibrium is ______.
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The x-coordinate of the centroid is given by x = ______
The x-coordinate of the centroid is given by x = ______
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The area A of the shaded region is calculated as A = ______
The area A of the shaded region is calculated as A = ______
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The formula for calculating Q_x is ______
The formula for calculating Q_x is ______
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The relationship between x and y is described by the equation y = ______
The relationship between x and y is described by the equation y = ______
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A point B on the graph is represented as B = (______, ______)
A point B on the graph is represented as B = (______, ______)
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The simple beam is supported at points ______ and B.
The simple beam is supported at points ______ and B.
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The concentrated load on the beam is ______ kN/m.
The concentrated load on the beam is ______ kN/m.
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The total length of the beam from A to B is ______ m.
The total length of the beam from A to B is ______ m.
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Using the method of sections, it's important to calculate the internal ______ force.
Using the method of sections, it's important to calculate the internal ______ force.
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The equilibrium equation for the vertical forces is ______.
The equilibrium equation for the vertical forces is ______.
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At the section 2 ft to the left of the roller support B, the shear force V is ______ lb.
At the section 2 ft to the left of the roller support B, the shear force V is ______ lb.
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The bending moment M at the section 2 ft to the left of the roller support B is ______ lb-ft.
The bending moment M at the section 2 ft to the left of the roller support B is ______ lb-ft.
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The method used to determine the internal shear and moment in the beam is called ______.
The method used to determine the internal shear and moment in the beam is called ______.
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A distributed load of ______ lb/ft is applied along the beam.
A distributed load of ______ lb/ft is applied along the beam.
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Concentrated forces of ______ lb are applied at point B.
Concentrated forces of ______ lb are applied at point B.
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The analysis focuses on the section ______ of the beam.
The analysis focuses on the section ______ of the beam.
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The shear force (V) can be determined by the equation V = ______ - 450x.
The shear force (V) can be determined by the equation V = ______ - 450x.
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The bending moment (M) is given by the formula M = ______ + 2200x - 225x².
The bending moment (M) is given by the formula M = ______ + 2200x - 225x².
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