TAREA- VIDEOS FUNDAMENTOS

FORCES

NORMAL FORCES

SHEAR FORCES

that are oriented in the vertical direction, parallel to the beam cross-section

that are oriented along the axis of the beam, perpendicular to the beam cross-section

usefulness of shear force and bending moment diagrams

Shear force and bending moment diagrams are used to analyse and design beams. By showing how the shear force and bending moment vary along the length of a beam, they allow the loading on the beam to be quantified.

Beam Loads and Supports

The most common ways of applying loads to a beam are concentrated forces, distributed forces, and concentrated moments. Distributed forces can be uniform, or non-uniform.

DISTRIBUTED FORCE

CONCENTRATED FORCE

CONCENTRATED FORCE

SUPPORTS

FIXED SUPPORT

ROLLER SUPPORT

PINNED SUPPORT

(NO) vertical displacement (NO) horizontal displacement
(SI) rotation

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(NO) vertical displacement (SI) horizontal displacement ( SI) rotation

(NO) vertical displacement (NO) horizontal displacement
(NO) rotation

SIGN CONVENTIONS

A consistent sign convention needs to be used when calculating shear forces and bending moments. The most common sign convention is as follows

If the beam is on the left side of the imaginary cutting plane shear forces pointing downwards are positive. If the beam is on the right side of the cutting plane, shear forces pointing upwards are positive.

If a bending moment causes sagging then it is positive, and if it causes hogging then it is negative.

Applied forces are positive if they are acting in the downwards direction.

Stresses in Beams

But the state of stress within the beam includes shear stresses due to the shear force in addition to the major normal stresses due to bending although the former are generally of smaller order when compared to the latter.