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If the beam is supported so that there are only three unknown reactive elements at the supports, these can be determined by using the following fundamental equation of statics
тИСH=0
тИСV=0
тИСH=0,тИСV=0
тИСH=0,тИСV=0,тИСM=0
тИСH=0,тИСV=0,тИСM=0
A beam is considered statically determinate when the number of unknown reactive forces equals the number of independent equilibrium equations available ┬╖ For a general coplanar force system, three independent equations of statics exist to ensure the beam remains in a state of equilibrium.
A beam is considered statically determinate when the number of unknown reactive forces equals the number of independent equilibrium equations available ┬╖ For a general coplanar force system, three independent equations of statics exist to ensure the beam remains in a state of equilibrium.
тИСFxтАЛ=0 тАФ Summation of horizontal forces equals zero
тИСFyтАЛ=0 тАФ Summation of vertical forces equals zero
тИСMAтАЛ=0 тАФ Summation of moments about point A equals zero
According to Newton's First Law and the conditions for static equilibrium, a rigid body subjected to a coplanar force system is in equilibrium if the sum of all horizontal forces, vertical forces, and moments about any point in the plane are zero ┬╖ When a beam has three unknown reaction components, these three linear equations provide a sufficient system of algebraic equations to uniquely solve for all unknowns.
Equilibrium is reached when the resultant force and resultant moment are zero.
A structure with three unknown reactions is statically determinate.
If unknowns > 3, the beam is statically indeterminate and requires deformation-based methods (e.g., Slope Deflection or Moment Distribution) for solution.
Solvable using basic algebraic methods
Independent of material properties and cross-sectional stiffness
Cannot determine reactions if structure is statically indeterminate
Assumes the structure is rigid
Simply supported beams
Overhanging beams
Cantilever beams
For a coplanar system, the maximum number of independent equilibrium equations is limited to three.
Option A, B, and C provide partial conditions and are insufficient for solving three independent unknowns.
D is correct тАФ The three standard equations of static equilibrium are necessary and sufficient to determine three unknown reactions in a 2D beam structure.
Always verify the degree of static indeterminacy (DsтАЛ) using DsтАЛ=rтИТ3 before attempting to solve beam reactions.