What is Design Bending Moment ?
Design bending moment refers to the maximum bending moment that a structure or structural element is expected to experience under the worst anticipated loading conditions during its design life. Bending moment is a measure of the internal forces that are generated in a structure or structural element when it is subjected to a load or loads that cause it to bend. The design bending moment is determined by considering the loads that the structure is expected to experience, as well as its geometry, material properties, and other relevant factors.
The design bending moment is an important parameter in the design of structures such as beams, columns, and frames, as it affects their strength and stiffness. It is usually determined through structural analysis and is used to select appropriate structural members and to verify their adequacy for the expected loads.
How to Calculate Bending Moment at Support?
Bending Moment at Support calculator uses Bending Moment at Support = Total Load per Saddle*Distance from Tangent Line to Saddle Centre*((1)-((1-(Distance from Tangent Line to Saddle Centre/Tangent to Tangent Length of Vessel)+(((Vessel Radius)^(2)-(Depth of Head)^(2))/(2*Distance from Tangent Line to Saddle Centre*Tangent to Tangent Length of Vessel)))/(1+(4/3)*(Depth of Head/Tangent to Tangent Length of Vessel))))
to calculate the Bending Moment at Support, Bending moment at support refers to the maximum moment or torque that is experienced by a structural member, such as a beam or column, at the point where it is supported. Bending Moment at Support is denoted by M_{1} symbol.
How to calculate Bending Moment at Support using this online calculator? To use this online calculator for Bending Moment at Support, enter Total Load per Saddle (Q), Distance from Tangent Line to Saddle Centre (A), Tangent to Tangent Length of Vessel (L), Vessel Radius (R) & Depth of Head (H) and hit the calculate button. Here is how the Bending Moment at Support calculation can be explained with given input values -> 1.1E+8 = 675098*1.21*((1)-((1-(1.21/23.399)+(((1.539)^(2)-(1.581)^(2))/(2*1.21*23.399)))/(1+(4/3)*(1.581/23.399))))
.