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Flight Mechanics, Structural V-n Envelope & Aircraft Design

Aircraft Wing Loading & V-n Maneuvering Corner Speed (VA)

Calculate Wing Loading W/S (N/m^2), Unaccelerated 1g Stall Speed Vs1 = SQRT((2*W/S)/(rho*CL_max)), V-n Structural Design Maneuvering Corner Speed VA = Vs1*SQRT(n_max), and Corner Dynamic Pressure.

Understand why Design Maneuvering Speed VA drops when an aircraft flies lightly loaded!

On an aircraft V-n structural flight-envelope diagram, Design Maneuvering ("Corner") Speed V_A marks the intersection of the aerodynamic positive-stall boundary (n = (0.5 * rho * V^2 * CL_max) / (W / S)) and the maximum structural limit load factor n_max: below V_A, full abrupt elevator deflection stalls the wing BEFORE airframe load reaches n_max; above V_A, full control deflection can overstress the wing! Solving for V_A gives V_A = V_s1 * SQRT(n_max) = SQRT((2 * (W / S) * n_max) / (rho * CL_max))—proving a counterintuitive safety rule tested on every pilot exam: when fuel/passenger weight W is LOWER, Wing Loading W/S drops so V_A DECREASES (flying lightly loaded requires a SLOWER turbulence penetration speed to protect the airframe)!

Verify on a Utility-Category Aircraft—Gross_Weight W = 12,250 N (B2), Wing_Planform_Area S = 10.0 m^2 (B3 -> Wing Loading W/S = 1,225.00 N/m^2 in E2), SeaLevel_Air_Density rho = 1.225 kg/m^3 (B4), Clean_Max_Lift_Coeff CL_max = 1.25 (B5), and Utility_Limit_Load_Factor n_max = 4.0 g (B6): Clean 1g Stall Speed is SQRT((2 * 1,225) / (1.225 * 1.25)) = SQRT(1,600) = 40.00 m/s (E3); Design Maneuvering Corner Speed is 40.00 * SQRT(4.0) = 80.00 m/s (E4); and Dynamic Pressure at Corner Speed is 0.5 * 1.225 * (80^2) = 3,920.00 Pa (E5)!

V-n Envelope Metric (W=12,250 N, S=10 m^2, rho=1.225, CLmax=1.25, nmax=4.0g)FormulaVerified Output
Wing Loading W/S (N/m^2)Aircraft_Weight_N / Wing_Area_m21,225.00 N/m^2 (784 @ 7,840 N)
Clean 1g Stall Speed Vs1 (m/s)SQRT((2 * (W/S)) / (rho * CL_max))40.00 m/s (32.00 m/s @ Light)
Maneuvering Corner Speed VAVs1 * SQRT(Limit_Load_Factor_nmax)80.00 m/s (64.00 m/s @ Light)
Corner Dynamic Pressure q (Pa)0.5 * rho * VA^23,920.00 Pa

V-n Structural Maneuvering (Corner) Speed VA Formula

Validate positive Weight, Wing_Area, Air_Density, and CL_max, plus Limit_Load_Factor n_max >= 1!

=LET(wt_n, B2, ar_s, B3, rh_a, B4, cl_m, B5, nm_x, B6, IF(OR(wt_n <= 0, ar_s <= 0, rh_a <= 0, cl_m <= 0, nm_x < 1), "Invalid V-n Envelope Input", LET(ws_l, wt_n / ar_s, vs_1, SQRT((2 * ws_l) / (rh_a * cl_m)), ROUND(vs_1 * SQRT(nm_x), 2))))

Light-Weight Solo Flight VA Reduction Check (Set Weight = 7,840 N)

Reduce Aircraft_Weight B2 by 36% to 7,840 N: Wing Loading E2 drops to 784.00 N/m^2, 1g Stall Speed E3 drops 20% to 32.00 m/s, and Maneuvering Speed V_A E4 drops 20% from 80.00 m/s down to 64.00 m/s!

=IF(ISTEXT(E4), E4, ROUND(0.5 * B4 * (E4 ^ 2), 2))

Try the example

Use the original values or change them to test your understanding.

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