Free-body diagrams
A free-body diagram is a sketch of one body cut away from everything around it, with every external force drawn on it. It is the single most useful habit in mechanics, because most mistakes come from a missing or doubled force rather than from bad algebra.
To draw one, first decide what the body is: a whole beam, one joint of a truss, half of a frame cut at a section, or a block of soil. Then replace each support or contact with the forces it can supply. A roller gives one force normal to the surface. A pin gives two components. A fixed end gives two components and a moment. A cable can only pull along its own line. Self-weight acts at the centre of gravity. Distributed loads may be replaced by their resultant for reaction calculations, acting at the centroid of the load diagram.
Unknown forces are drawn in an assumed direction. If the answer comes out negative, the true direction is opposite. Internal forces never appear on the diagram unless you cut the body, and when you do cut it, the forces on the two cut faces are equal and opposite.
Good free-body diagrams carry dimensions, so lever arms can be read straight off. They are the starting point for reactions, truss member forces, retaining wall stability and slope stability alike.
Resultant of a uniform load w over length L: W = wL, acting at L/2Resultant of a triangular load, peak w over length L: W = wL/2, acting L/3 from the larger (peak) end
Problem. A 4 m cantilever carries a uniform load of 5 kN/m. Find the reactions at the fixed end.
- Resultant load W = 5 × 4 = 20 kN acting 2 m from the support.
- Vertical reaction V = 20 kN upward.
- Fixing moment M = 20 × 2 = 40 kNm, resisting the hogging rotation.
Answer. V = 20 kN, M = 40 kNm (hogging)
Quick quiz
1What force components does a pin support supply?
Two perpendicular force components, no moment.
2Where does the resultant of a uniform load act?
At the middle of the loaded length.
3What does a negative answer for an assumed force mean?
The force acts in the opposite direction to the one assumed.
References and further reading
Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.
- F. P. Beer, E. R. Johnston, Vector Mechanics for Engineers: Statics and Dynamics, McGraw Hill, latest edition.
- R. C. Hibbeler, Engineering Mechanics: Statics, Pearson, latest edition.
- S. Timoshenko, D. H. Young, Engineering Mechanics, McGraw Hill, 4th edition, 1956.
Free and official sources
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