The depth of section is major axis of that section. Prependicular to that depth is minor axis of that section. I think it helps you to understand. Regards, Vinay
The area of an ellipse with a major axis 20 m and a minor axis 10 m is: 157.1 m2
horizontal = x axis vertical = y axis 3d axis = z axis in an elipses, there is also a major and minor axis and finally, 3 Axis Powers: Germany, Japan, and Italy
Circular segment
Ellipse formula, centered at the origin, where the vertical axis is the major axis: x2/b2 + y2/a2 = 1, a > b Since the major axis is 8, then a = 4. Since the minor axis is 4, then b = 2. Thus, the equation of the ellipse is: x2/4 + y2/16 = 1.
The depth of section is major axis of that section. Prependicular to that depth is minor axis of that section. I think it helps you to understand. Regards, Vinay
basically,when you have bending suppose you take beam(I-section) and an axis along the beam now, 1.curl you fingers in the direction of bending 2.point the thumb perpendicular to your fingers 3.thumb would give you the flexural axis(bending axis)
Symmetrical bending occurs when a beam is loaded uniformly along its length, resulting in bending stresses that are equal on both sides of the beam's neutral axis. Unsymmetrical bending occurs when a beam is loaded unevenly, causing different magnitudes of bending stress on opposite sides of the beam's neutral axis.
we always design as per least radius of gyration rxx bcz for minimum capacity will be get in this axis. and design procedure is same as per IS 800:2007
The major axis of a rectangle is a line that passes through the center of each short side.
The relative sizes of the numerator and denominator have nothing to do with the major axis.
In the context of an ellipse, the vertical axis is the major axis.
The major axis is the axis that cuts, or goes between the two vertices of the hyperbola. The minor axis is perpendicular to the major axis and is an axis of symmetry. If the hyperbola is defined by: x^2/a^2 - y^2/b^2=1 where x^2 is x squared. Then the major axis is 2a units long, and the minor axis is 2b units long.
If you load it normal to the beam axis you get bending stresses ( tension and compression) and shear stresses. If you load it along the axis you get axial stress ( tension or compression)
The internal moment that tends to want a beam to bend around the center axis
The rotational inertia of your leg is greater when your leg is straight because the mass is distributed further away from the axis of rotation. When your leg is bending, the mass is closer to the axis of rotation, resulting in a lower rotational inertia.
The minor axis of a rectangular column or beam is the line that goes through the center. The minor axis will be shorter than the major axis.