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# Moment of force about a point calculator

4.4.3 **Moment** **about** **a** Line. 🔗. In three dimensions, the **moment** **of** **a** **force** **about** **a** **point** can be resolved into components about the , x, y and z axes. The **moment** produces a rotational tendency about all three axes simultaneously, but only a portion of the total **moment** acts about any particular axis. 🔗.

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A **moment** is the turning effect of a **force** around a fixed **point** called a pivot. The size of a **moment** depends on two factors: the size of the **force** applied. the perpendicular distance from the pivot to the line of action of the **force**. 4.4.3 **Moment** **about** **a** Line. 🔗. In three dimensions, the **moment** **of** **a** **force** **about** **a** **point** can be resolved into components about the , x, y and z axes. The **moment** produces a rotational tendency about all three axes simultaneously, but only a portion of the total **moment** acts about any particular axis. 🔗.

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This free multi-purpose **calculator** is taken from our full suite Structural Analysis Software. It allows you to: Calculate the **Moment** **of** Inertia (I) of a beam section (Second **Moment** **of** Area) Centroid **Calculator** used to calculate the Centroid (C) in the X and Y axis of a beam section. Calculate the First **moment** **of** area (Statical **Moment** **of** Inertia.

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Magnitude of a **moment**. The magnitude of a **moment** **of** **a** **force** **about** **a** **point** (pivot **point**), , caused by a **force**, can be calculated with the following scalar formula. (3.12) where is the magnitude of the **force** (absolute value) and is the perpendicular distance (absolute value) from the pivot **point** to the line of action of the **force** **as** demonstrated in Fig 3.9.

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Our **shear force and bending moment diagram calculator** simply repeats the analysis described above for every load type and adds all of the **shear force and bending moment** diagrams together. Fig. 8: Superposition of shear **force** diagrams for **point** load (A), **point moment** (B) and linearly varying distributed load (C) to produce the final shear **force**.

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