1001Ferramentas
🛞 Calculators

Landing Gear Wheel Load

Calculate the main landing gear wheel load, P_wheel = (W·f) ÷ n, from the aircraft weight W (N), the fraction of weight carried by the main gear f (typically ~0.90-0.95, the nose gear carries the rest) and the number of main gear wheels n. This load is the starting point of airport pavement design: it is the force each wheel transmits to the pavement, governing the required thickness and strength of runways, taxiways and aprons. Modern aircraft spread their huge weight over multi-wheel gears (4, 6 or more wheel bogies) precisely to reduce wheel load and pavement damage. The concept links to the ACN/PCN system (Aircraft/Pavement Classification Number) for compatibility checks, and to the equivalent single-wheel load (ESWL) that converts a real multi-wheel gear into one equivalent wheel for design. Enter the aircraft weight, the main gear fraction and the number of wheels.

Result

Landing gear wheel load

The wheel load on the main landing gear is P_wheel = (W·f) ÷ n, from the aircraft weight W, the fraction f of that weight carried by the main gear (typically 0.90 to 0.95, since the nose gear takes the remainder) and the number n of main gear wheels. This load is the starting point for the design of every airport pavement: it is the force each wheel transmits to the surface, and it dictates the thickness and the strength required of runways, taxiways and aprons. Modern aircraft spread their enormous weight (a Boeing 777 or an Airbus A380 weighs hundreds of tonnes) over gear assemblies with multiple wheels — bogies of four, six or more wheels — precisely to cut the load per wheel and, with it, the damage done to the pavement; spreading the load over more wheels allows operation on thinner pavements. The concept ties directly into the ACN/PCN system (Aircraft/Pavement Classification Number), the international method for checking compatibility between an aircraft and the bearing capacity of a pavement (an aircraft whose ACN exceeds the PCN of the pavement cannot operate without restrictions), and into the equivalent single wheel load (ESWL), which converts a real multiple-wheel configuration into a single wheel of equivalent effect, simplifying the pavement thickness calculation. Enter the aircraft weight, the main gear fraction and the number of wheels.

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Axle Load Equivalency Factor

Computes how many passes of the standard axle are equivalent to one pass of the real axle, using the power law of pavement design: factor = (axle load ÷ standard axle load) raised to the damage exponent. This factor is what converts a traffic count into the number N of standard axle repetitions, which in Brazil is the 8.2 tf, or 80 kN, single axle with dual wheels. The exponent amplifies overload brutally: an axle 20% heavier than the standard does not consume 20% more pavement but 2.07 times as much, which is why a single overloaded truck weighs more on the life of the road than thousands of cars, whose factor is practically zero. The exponent is an input rather than fixed at 4, the AASHTO value known as the fourth power law, because rigid pavement and fatigue cracking models work with exponents between 3 and 5 and the result shifts by a whole level depending on the choice. Enter the axle load, the standard axle load and the damage exponent.

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Accelerate-Stop Distance Available (ASDA)

Calculate the Accelerate-Stop Distance Available, ASDA = TORA + stopway, from the Take-Off Run Available (TORA) and the stopway length. ASDA is one of the four declared distances and has a critical safety role: it is the distance available to accelerate to the decision speed (V₁) and, if the pilot aborts the takeoff (engine failure or other), still stop safely. The stopway is a paved (or adequately strong) area beyond the runway, able to bear the aircraft in an emergency stop, not used in normal operation. Unlike the clearway (for the airborne aircraft), the stopway is for the aircraft on the ground, braking. ASDA is decisive in the balanced field length concept: the point where the distance to continue takeoff (one engine out) equals the distance to abort and stop defines V₁ and the required runway length. Enter the TORA and the stopway length.

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Joint Separation Load

Calculate the external load that causes a bolted joint to separate (open), P_0 = F_i ÷ (1 − C), from the preload F_i (N) and the joint stiffness constant C. The separation load is the external tensile load at which the compression between the clamped parts fully vanishes — the point where the joint starts to OPEN. Below it, the parts stay compressed and the joint behaves 'smartly' (the bolt feels only C·P of the external load, with small stress variation); ABOVE it, the parts separate, and from then on ALL additional external load goes straight to the bolt (which then takes the whole load, with severe fatigue and failure risk). Joint separation is thus a condition the design must AVOID with margin: a safety factor against separation is applied (the separation load must be well above the maximum expected external load). The formula shows the separation load grows with preload (well-tightened joints separate later) — another reason to use high preloads. Separation also causes leaks (in sealed joints), loss of stiffness and loosening. Ensuring the joint never separates under service load is a fundamental bolted-joint design criterion. Enter the preload and the stiffness constant.

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Effective Runway Slope

Calculate a runway's effective slope, S = (max elevation − min elevation) ÷ length · 100, from the highest and lowest elevations along the runway centerline and its length. The effective slope is the difference between the highest and lowest points of the longitudinal profile divided by total length — a global measure of the incline the aircraft faces. It feeds directly into the runway length correction (+10% length per 1% effective slope), since an uphill runway needs more takeoff acceleration distance. ICAO limits effective slope by runway code (typically 1-2% max for higher codes) and also limits local slopes and their rate of change for safety. Geometric design minimizes effective slope and smooths transitions, balancing earthwork and drainage. Enter the maximum and minimum elevations and the runway length.

The results provided by this tool are for general informational and educational purposes only and do not constitute professional, financial, medical, legal, tax or accounting advice. Always confirm important decisions with a qualified professional and official sources.