Analyze lane and truck effects on spans. Review reactions, moments, shears, and governing design cases. Built for quick comparisons across practical construction beam scenarios.
This tool uses a simply supported beam model for quick comparison. It is helpful for preliminary checks, planning reviews, and teaching examples.
| Case | Span | Lane w | Lane P | Truck axles | Spacings | Section x |
|---|---|---|---|---|---|---|
| Metric teaching example | 30 m | 9.3 kN/m | 110 kN | 35, 145, 145 kN | 4.3 m, 6.0 m | 15 m |
| Imperial planning example | 100 ft | 0.64 kip/ft | 18 kip | 8, 32, 32 kip | 14 ft, 30 ft | 50 ft |
| Short-span screening | 18 m | 9.3 kN/m | 80 kN | 35, 120, 120 kN | 3.8 m, 4.5 m | 9 m |
Simply supported reactions
Uniform lane load: RL = wL / 2 and RR = wL / 2
Point load at distance a: RL = P(L - a) / L and RR = Pa / L
The calculator sums uniform load effects and every point load effect to build reactions, shears, and moments.
Shear at any section x
V(x) = RL - wx - ΣPi for all loads located at or left of x.
Moment at any section x
M(x) = RLx - wx² / 2 - Σ[Pi(x - ai)] for loads positioned at or left of x.
This is a comparison calculator for preliminary review. Final design should still follow the governing code, load model, distribution method, and member configuration.
It compares lane loading and truck loading on a simply supported beam span. It reports reactions, shear, moment, equivalent uniform load, and the governing case.
Lane load represents traffic spread along a lane as a uniform load, often paired with a concentrated load. It is useful for modeling distributed traffic demand across longer spans.
Truck load represents discrete axle forces placed at selected locations. It is useful when concentrated wheel group effects may control a specific section or a shorter span.
The controlling case depends on span length, axle spacing, impact allowance, evaluation section, and load magnitude. A longer span often favors lane effects, while a short span may favor truck effects.
No. This tool is for preliminary comparison only. Final bridge or construction design still needs the correct design code, distribution factors, combinations, member properties, and detailed load placement rules.
Moment and shear vary along the span. A truck can govern near one section while a lane case governs elsewhere. Checking the selected section helps identify local demand differences.
Yes. The form switches labels for length, force, line load, and moment. Enter values consistently in the chosen unit system and keep axle spacings inside the span.
They help you capture a fast comparison record for review notes, internal checks, presentations, or client discussions without copying each result manually from the page.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.