🚀 Auto-deploy: BrainWind atualizado em 27/07/2026 23:27:09

app/src/pages/ShelterModule.tsx

@@ -126,6 +126,36 @@ const ShelterModule: React.FC = () => {
           { label: 'Alívio por Fresta Superior', value: `${result.reliefPercentage}%` },
         ],
       },
+      {
+        title: `Pressões Distribuídas por Área de Incidência - Direção ${angleLabel} (kN/m² e kgf/m²)`,
+        type: 'grid',
+        gridItems: [
+          {
+            label: 'Pressão na Cobertura (Fz / A_telhado)',
+            value: `${(result.forces.fzUp / (depth * width)).toFixed(2)} kN/m²`,
+          },
+          {
+            label: 'Pressão na Parede Traseira (Fx / A_fundo)',
+            value: `${(result.forces.fxBack / (width * height)).toFixed(2)} kN/m²`,
+          },
+          {
+            label: 'Pressão nas Paredes Laterais (Fy / A_lat)',
+            value: `${(result.forces.fySide / (depth * height * 2)).toFixed(2)} kN/m²`,
+          },
+          {
+            label: 'Pressão Dinâmica Base do Vento (q)',
+            value: `${q.toFixed(2)} kN/m²`,
+          },
+          {
+            label: 'Área da Cobertura (Telhado)',
+            value: `${(depth * width).toFixed(1)} m²`,
+          },
+          {
+            label: 'Área Parede Traseira / Laterais (2x)',
+            value: `${(width * height).toFixed(1)} m² / ${(depth * height * 2).toFixed(1)} m²`,
+          },
+        ],
+      },
       {
         title: 'Envoltória e Comparativo Normativo — As 3 Incidências de Vento (0° • 45° • 90°)',
         type: 'table',
@@ -173,6 +203,27 @@ const ShelterModule: React.FC = () => {
             `${envelope.res90.forces.fySide} kN`,
             `${envelope.criticalFy.value} kN (${envelope.criticalFy.angle}°)`
           ],
+          [
+            '  ↳ Pressão Cobertura (kN/m²)',
+            `${(envelope.res0.forces.fzUp / (depth * width)).toFixed(2)} kN/m²`,
+            `${(envelope.res45.forces.fzUp / (depth * width)).toFixed(2)} kN/m²`,
+            `${(envelope.res90.forces.fzUp / (depth * width)).toFixed(2)} kN/m²`,
+            `${(envelope.criticalUp.value / (depth * width)).toFixed(2)} kN/m² (${envelope.criticalUp.angle}°)`
+          ],
+          [
+            '  ↳ Pressão Parede Fundo (kN/m²)',
+            `${(envelope.res0.forces.fxBack / (width * height)).toFixed(2)} kN/m²`,
+            `${(envelope.res45.forces.fxBack / (width * height)).toFixed(2)} kN/m²`,
+            `${(envelope.res90.forces.fxBack / (width * height)).toFixed(2)} kN/m²`,
+            `${(envelope.criticalFx.value / (width * height)).toFixed(2)} kN/m² (${envelope.criticalFx.angle}°)`
+          ],
+          [
+            '  ↳ Pressão Paredes Lat. (kN/m²)',
+            `${(envelope.res0.forces.fySide / (depth * height * 2)).toFixed(2)} kN/m²`,
+            `${(envelope.res45.forces.fySide / (depth * height * 2)).toFixed(2)} kN/m²`,
+            `${(envelope.res90.forces.fySide / (depth * height * 2)).toFixed(2)} kN/m²`,
+            `${(envelope.criticalFy.value / (depth * height * 2)).toFixed(2)} kN/m² (${envelope.criticalFy.angle}°)`
+          ],
           [
             'Carga Horiz. no Pilar',
             `${envelope.res0.lineLoads.columnLoad} kN/m`,
@@ -459,6 +510,10 @@ const ShelterModule: React.FC = () => {
                 <span>Coeficiente Cnf</span>
                 <span className="font-mono">{result.cnfVertical}</span>
               </div>
+              <div className="flex justify-between items-center text-[11px] text-muted-foreground/80">
+                <span>Pressão (/m²)</span>
+                <span className="font-mono">{(result.forces.fzUp / (depth * width)).toFixed(2)} kN/m² ({(result.forces.fzUp / (depth * width) * 101.97).toFixed(1)} kgf/m²)</span>
+              </div>
             </div>
             <div className="space-y-2 border-b pb-3">
               <div className="flex justify-between items-center">
@@ -469,10 +524,20 @@ const ShelterModule: React.FC = () => {
                 <span>Cf / Estanqueidade</span>
                 <span className="font-mono">Cf = {result.cfBack} ({backClosure}%)</span>
               </div>
+              <div className="flex justify-between items-center text-[11px] text-muted-foreground/80">
+                <span>Pressão (/m²)</span>
+                <span className="font-mono">{(result.forces.fxBack / (width * height)).toFixed(2)} kN/m² ({(result.forces.fxBack / (width * height) * 101.97).toFixed(1)} kgf/m²)</span>
+              </div>
             </div>
-            <div className="flex justify-between items-center pb-2 border-b">
+            <div className="space-y-1 border-b pb-2">
-              <span className="text-muted-foreground">Empuxo Lateral [Fy ↗ - Paredes]</span>
+              <div className="flex justify-between items-center">
-              <span className="font-mono font-bold text-foreground">{result.forces.fySide.toFixed(2)} kN</span>
+                <span className="text-muted-foreground">Empuxo Lateral [Fy ↗ - Paredes]</span>
+                <span className="font-mono font-bold text-foreground">{result.forces.fySide.toFixed(2)} kN</span>
+              </div>
+              <div className="flex justify-between items-center text-[11px] text-muted-foreground/80">
+                <span>Pressão (/m²)</span>
+                <span className="font-mono">{(result.forces.fySide / (depth * height * 2)).toFixed(2)} kN/m² ({(result.forces.fySide / (depth * height * 2) * 101.97).toFixed(1)} kgf/m²)</span>
+              </div>
             </div>
             <div className="flex justify-between items-center pb-2 border-b">
               <span className="text-primary font-medium">Carga no Pilar (Pórtico)</span>