🚀 Auto-deploy: BrainWind atualizado em 13/07/2026 11:37:13

app/src/lib/audit/scenarios.ts

@@ -105,7 +105,7 @@ function cylinderScenario(
   endType: 'closed' | 'open-top' | 'open-bottom' | 'open-both',
   _windAngle: 0 | 90,
 ): AuditScenario {
-  const { s2, vk, q } = calcWind(v0, s1, s3, cat, d, h);
+  const { s2, vk, q } = calcWind(v0, s1, s3, cat, Math.max(d, h), h);
   const re = 70000 * vk * d;
   const hOverD = h / d;
   let cpiVal: number;

app/src/lib/comfort.ts

@@ -35,9 +35,9 @@ export function evaluateComfort(input: ComfortInput): ComfortResult {
       description: 'Fora da faixa 0,06–1,00 Hz — aplicar critério da ISO 10137.',
     };
   }
-  const ka = use === 'commercial' ? 6.12 : 4.058;
-  const aLim = Number((0.01 * ka * Math.pow(freq, 1.124)).toFixed(3));
-  const ratio = Number((aMax / aLim).toFixed(3));
+  const ka = use === 'commercial' ? 6.12 : 4.06;
+  const aLim = 0.01 * ka * Math.pow(freq, 1.124);
+  const ratio = aMax / aLim;
   return {
     aLim,
     use,

app/src/lib/friction.ts

@@ -65,10 +65,8 @@ export function calculateFriction(input: FrictionInput): FrictionResult {
   const roofAreaM2 = roofArea(input.length, input.width, input.roofPitch);
   const roofSlant = roofAreaM2;
 
-  const theta = (input.roofPitch * Math.PI) / 180;
-  const wallHeightFull = input.height + (input.width / 2) * Math.tan(theta);
-  const wallAreaUpwind = wallHeightFull * input.length;
-  const wallAreaDownwind = wallHeightFull * input.length;
+  const wallAreaUpwind = input.height * input.length;
+  const wallAreaDownwind = input.height * input.length;
   const totalArea = roofSlant + wallAreaUpwind + wallAreaDownwind;
 
   const forceKN = cf * input.q * totalArea;

app/src/lib/internal-pressure.ts

@@ -25,6 +25,8 @@ export interface SimplifiedCpiInput {
   ratio?: number;
   /** Direção do vento: 0 ou 90 (apenas para two-opposite-permeable) */
   windAngle?: 0 | 90;
+  /** Cpe externo da face de sotavento para o caso dominant-leeward */
+  ce?: number;
 }
 
 /**
@@ -57,9 +59,9 @@ export function computeCpiSimplified(input: SimplifiedCpiInput): number {
     }
 
     case 'dominant-leeward':
-      // Caller deve fornecer Ce externo via input.ratio como Ce;
-      // retornamos o próprio Ce como aproximação segura.
-      return input.ratio ?? -0.3;
+      // O valor correto deve ser o Ce externo.
+      // Retornamos input.ce ou -0.3 como aproximação segura.
+      return input.ce ?? -0.3;
 
     case 'dominant-lateral': {
       const r = input.ratio ?? 1;

app/src/lib/modules/bridge.ts

@@ -52,8 +52,8 @@ export function classifyBridge(input: BridgeClassificationInput): BridgeClassifi
   const vit = 0.65 * v0 * s1 * b * Math.pow(deckHeight / 10, p);
 
   const rho = 1.226;
-  // Forma simplificada da norma
-  const pse = (rho * vit * vit * lp * lp) / (massPerLength * fv * fv * width * width);
+  // Forma simplificada da norma: Pse = ρ · V_it² / (m · f_v²)
+  const pse = (rho * vit * vit) / (massPerLength * fv * fv);
 
   let bridgeClass: BridgeClass;
   let description: string;

app/src/lib/modules/tower.ts

@@ -9,12 +9,12 @@
  * - Circulares triangular: Figura 18 (vento qq direção) por Re × φ
  */
 
-import { bilinearInterp } from '../bilinear-interp';
+import { linearInterp1D } from '../log-interp';
 
-/** Figura 15 — Ca para torre faces planas, quadrada e triangular equilátera */
-const PHI_15 = [0.05, 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 1.0] as const;
-const CA_15_QUAD: Readonly<Record<number, number>> = {
-  0.05: 3.6, 0.1: 3.0, 0.2: 2.5, 0.3: 2.2, 0.4: 2.0, 0.5: 1.85, 0.6: 1.75, 0.7: 1.65, 0.8: 1.55, 1.0: 1.4,
+/** Tabela 26 — Ca para torre faces planas, quadrada e triangular equilátera */
+const PHI_26 = [0.1, 0.2, 0.3, 0.4, 0.5, 0.6] as const;
+const CA_26_FLAT: Readonly<Record<number, number>> = {
+  0.1: 2.8, 0.2: 2.4, 0.3: 2.0, 0.4: 1.8, 0.5: 1.7, 0.6: 1.6,
 };
 
 export type TowerSection = 'square' | 'triangular';
@@ -49,11 +49,10 @@ export interface TowerResult {
 
 /** Fator Kα para torre quadrada com vento oblíquo */
 function kAlphaQuad(alpha: number): number {
-  if (alpha <= 12.5) return 1;
-  if (alpha <= 20) return 1 + 0.075 * (alpha - 12.5) * 1.333;
-  if (alpha <= 45) return 1.16;
-  // Extrapolação linear conservadora
-  return 1.16;
+  const a = alpha % 90;
+  const aSym = a > 45 ? 90 - a : a;
+  if (aSym <= 12.5) return 1.0;
+  return 1.08;
 }
 
 /** Fator Kα para torre triangular equilátera (sempre 1, vento qq direção) */
@@ -66,13 +65,9 @@ export function calculateTower(input: TowerInput): TowerResult {
 
   let ca = 0;
   if (barType === 'flat') {
-    const grid = {
-      xs: PHI_15,
-      ys: [1] as readonly number[],
-      values: [PHI_15.map((p) => CA_15_QUAD[p])],
-    };
-    const phiClamped = Math.max(0.05, Math.min(1.0, phi));
-    ca = bilinearInterp(grid, phiClamped, 1);
+    const phiClamped = Math.max(0.1, Math.min(0.6, phi));
+    const cax = PHI_26.map((p) => CA_26_FLAT[p]);
+    ca = Number(linearInterp1D(PHI_26, cax, phiClamped).toFixed(3));
   } else {
     // Circulares — Figuras 16/17/18 (simplificado)
     const baseCa = re < 4.2e5 ? 1.5 : re < 2.3e6 ? 0.7 : 0.6;