import { Document, Page, Text, View, StyleSheet, Image as PdfImage, pdf } from '@react-pdf/renderer';
import { useGalpaoStore } from '../store/galpaoStore';
import { useWindStore } from '../store/appStore';
import { useCaptureStore } from '../store/captureStore';
import {
  getColumnLinearLoads,
  getRoofLinearLoads,
  getAllPillarBaseReactions,
  getDragForce,
} from './line-loads';
import { getWallCpeOfficial, getRoofCpeOfficial } from './coefficients';
import { appendKgf } from './export-generic-pdf';

const styles = StyleSheet.create({
  page: {
    flexDirection: 'column',
    padding: 40,
    fontSize: 10,
    fontFamily: 'Helvetica',
    color: '#333',
  },
  header: {
    marginBottom: 15,
    borderBottom: '2pt solid #4f46e5',
    paddingBottom: 10,
  },
  title: { fontSize: 22, fontWeight: 'extrabold', color: '#1e1b4b' },
  subtitle: { fontSize: 11, color: '#4338ca', marginTop: 4, fontWeight: 'bold' },
  section: { marginTop: 15, marginBottom: 10 },
  sectionTitle: { fontSize: 14, fontWeight: 'bold', marginBottom: 8, color: '#111' },
  row: { flexDirection: 'row', marginBottom: 4 },
  label: { width: 200, fontWeight: 'bold' },
  value: { flex: 1 },
  table: {
    display: 'flex',
    flexDirection: 'column',
    marginTop: 10,
    borderTop: '1pt solid #ccc',
    borderLeft: '1pt solid #ccc',
  },
  tableRow: { flexDirection: 'row' },
  tableHeader: { backgroundColor: '#f3f4f6', fontWeight: 'bold' },
  tableCell: {
    flex: 1,
    padding: 5,
    borderRight: '1pt solid #ccc',
    borderBottom: '1pt solid #ccc',
    textAlign: 'center',
  },
  tableCellFirst: {
    flex: 1,
    padding: 5,
    borderRight: '1pt solid #ccc',
    borderBottom: '1pt solid #ccc',
    textAlign: 'left',
  },
  footer: {
    position: 'absolute',
    bottom: 30,
    left: 40,
    right: 40,
    textAlign: 'center',
    color: '#999',
    fontSize: 8,
    borderTop: '1pt solid #eaeaea',
    paddingTop: 10,
  },
  sceneImage: {
    width: 480,
    height: 270,
    objectFit: 'contain',
    marginVertical: 8,
    border: '1pt solid #ddd',
  },
  sceneCaption: {
    fontSize: 8,
    color: '#666',
    fontStyle: 'italic',
    textAlign: 'center',
    marginBottom: 8,
  },
});

interface ReportProps {
  galpao: ReturnType<typeof useGalpaoStore.getState>;
  wind: ReturnType<typeof useWindStore.getState>;
  sceneImage?: string | null;
}

const ReportDocument = ({ galpao, wind, sceneImage }: ReportProps) => {
  const pressure = (cpe: number) => (wind.q * (cpe - wind.cpi)).toFixed(3);
  const cpi = wind.cpi.toFixed(2);
  const fmtSigned = (v: number, p = 3) => (v >= 0 ? `+${v.toFixed(p)}` : v.toFixed(p));

  const FRAME_SPACING = 6.0;
  const PURLIN_SPACING = 1.5;

  return (
    <Document>
      <Page size="A4" style={styles.page}>
        <View style={styles.header}>
          <Text style={styles.title}>BrainWind v1.0 — Memória de Cálculo</Text>
          <Text style={styles.subtitle}>Relatório de Ação do Vento em Galpão (Conforme NBR 6123:2023)</Text>
          <Text style={{ fontSize: 9, color: '#666', marginTop: 8 }}>
            Este documento apresenta o memorial de cálculo detalhado passo a passo, comprovando a exatidão
            dos parâmetros adotados e a aderência integral às diretrizes da norma brasileira.
          </Text>
        </View>

        <View style={styles.section}>
          <Text style={styles.sectionTitle}>1. Parâmetros Globais do Vento e Pressão Dinâmica</Text>
          <View style={styles.row}>
            <Text style={styles.label}>Velocidade Básica (V₀):</Text>
            <Text style={styles.value}>{wind.v0} m/s (conforme Figura 1 e Anexo C da NBR 6123)</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Fator Topográfico (S₁):</Text>
            <Text style={styles.value}>{wind.s1} (conforme Seção 5.2)</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Fator de Rugosidade (S₂):</Text>
            <Text style={styles.value}>{wind.s2.toFixed(3)} (Categoria {wind.terrainCategory}, Classe {wind.structureClass}, conforme Tabela 2)</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Fator Estatístico (S₃):</Text>
            <Text style={styles.value}>{wind.s3.toFixed(2)} (Grupo {wind.s3Group}, conforme Tabela 4)</Text>
          </View>
          
          <View style={{ marginTop: 10, padding: 8, backgroundColor: '#f9fafb', borderLeft: '3pt solid #4f46e5' }}>
            <Text style={{ fontSize: 11, fontWeight: 'bold', marginBottom: 4 }}>Memória de Cálculo (Sec 4.2 e 4.3):</Text>
            <Text style={{ fontSize: 10, fontFamily: 'Courier', marginBottom: 4 }}>
              Vₖ = V₀ × S₁ × S₂ × S₃
            </Text>
            <Text style={{ fontSize: 10, fontFamily: 'Courier', marginBottom: 8, color: '#4b5563' }}>
              Vₖ = {wind.v0} × {wind.s1} × {wind.s2.toFixed(3)} × {wind.s3.toFixed(2)} = {wind.vk.toFixed(2)} m/s
            </Text>
            
            <Text style={{ fontSize: 10, fontFamily: 'Courier', marginBottom: 4 }}>
              q = 0,613 × (Vₖ)²
            </Text>
            <Text style={{ fontSize: 10, fontFamily: 'Courier', color: '#4b5563' }}>
              {appendKgf(`q = 0,613 × (${wind.vk.toFixed(2)})² = ${(0.613 * Math.pow(wind.vk, 2) / 1000).toFixed(4)} kN/m²`)}
            </Text>
          </View>
        </View>

        <View style={styles.section}>
          <Text style={styles.sectionTitle}>2. Geometria do Galpão (Tabelas 4 e 5)</Text>
          <View style={styles.row}>
            <Text style={styles.label}>Largura (b):</Text>
            <Text style={styles.value}>{galpao.width} m</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Comprimento (a):</Text>
            <Text style={styles.value}>{galpao.length} m</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Altura do Pé-direito (h):</Text>
            <Text style={styles.value}>{galpao.height} m</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Inclinação do Telhado (θ):</Text>
            <Text style={styles.value}>{galpao.roofPitch}°</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Direção do Vento Analisada:</Text>
            <Text style={styles.value}>{wind.windAngle}°</Text>
          </View>
        </View>

        <View style={styles.section}>
          <Text style={styles.sectionTitle}>3. Pressão Interna (Sec. 6.3, Figura 2)</Text>
          <View style={styles.row}>
            <Text style={styles.label}>Caso de Permeabilidade:</Text>
            <Text style={styles.value}>{wind.permeabilityCase}</Text>
          </View>
          <View style={styles.row}>
            <Text style={styles.label}>Coeficiente Cpi:</Text>
            <Text style={styles.value}>{cpi}</Text>
          </View>
        </View>

        {[0, 90].map((angle, index) => {
          const wCpe = getWallCpeOfficial(galpao.length, galpao.width, galpao.height, angle as 0 | 90);
          const rCpe = getRoofCpeOfficial(galpao.length, galpao.width, galpao.height, galpao.roofPitch, angle as 0 | 90);
          const colLoads = getColumnLinearLoads(wind.cpi, wind.q, wCpe, FRAME_SPACING, angle as 0 | 90);
          const rLoads = getRoofLinearLoads(wind.cpi, wind.q, rCpe, PURLIN_SPACING, galpao.roofPitch);
          const rxns = getAllPillarBaseReactions(colLoads, galpao.height);
          const dForce = getDragForce(wCpe, rCpe, wind.q, galpao.length, galpao.width, galpao.height, galpao.roofPitch, angle as 0 | 90);
          const secBase = index === 0 ? 4 : 6;

          return (
            <View wrap={false} key={`angle-${angle}`}>
              <Text style={{ fontSize: 16, fontWeight: 'bold', color: '#1e1b4b', marginTop: 20, marginBottom: 10, borderBottom: '1pt solid #ddd', paddingBottom: 5 }}>
                Cenário: Vento a {angle}°
              </Text>
              
              <View style={styles.section}>
                <Text style={styles.sectionTitle}>{secBase}. Coeficientes e Pressões (q × (Cpe − Cpi))</Text>
                <View style={styles.table}>
                  <View style={[styles.tableRow, styles.tableHeader]}>
                    <Text style={styles.tableCellFirst}>Elemento / Região</Text>
                    <Text style={styles.tableCell}>Cpe</Text>
                    <Text style={styles.tableCell}>Cpi</Text>
                    <Text style={styles.tableCell}>p [kN/m² (kgf/m²)]</Text>
                  </View>
                  {Object.entries(wCpe).map(([face, cpeVal]) => (
                    <View style={styles.tableRow} key={`wall-${face}`}>
                      <Text style={styles.tableCellFirst}>Parede — {face}</Text>
                      <Text style={styles.tableCell}>{(cpeVal as number).toFixed(2)}</Text>
                      <Text style={styles.tableCell}>{cpi}</Text>
                      <Text style={styles.tableCell}>{pressure(cpeVal as number)} ({(parseFloat(pressure(cpeVal as number)) * 101.9716).toFixed(1)})</Text>
                    </View>
                  ))}
                  {Object.entries(rCpe).map(([face, cpeVal]) => (
                    <View style={styles.tableRow} key={`roof-${face}`}>
                      <Text style={styles.tableCellFirst}>Telhado — {face}</Text>
                      <Text style={styles.tableCell}>{(cpeVal as number).toFixed(2)}</Text>
                      <Text style={styles.tableCell}>{cpi}</Text>
                      <Text style={styles.tableCell}>{pressure(cpeVal as number)} ({(parseFloat(pressure(cpeVal as number)) * 101.9716).toFixed(1)})</Text>
                    </View>
                  ))}
                </View>
              </View>

              <View style={styles.section}>
                <Text style={styles.sectionTitle}>
                  {secBase + 1}. Cargas Lineares (kN/m (kgf/m))
                </Text>
                <Text style={{ fontSize: 9, marginBottom: 6 }}>
                  Pórticos: {FRAME_SPACING} m | Terças: {PURLIN_SPACING} m
                </Text>

                <View style={styles.table}>
                  <View style={[styles.tableRow, styles.tableHeader]}>
                    <Text style={styles.tableCellFirst}>Pilar</Text>
                    <Text style={styles.tableCell}>Cpe</Text>
                    <Text style={styles.tableCell}>w [kN/m (kgf/m)]</Text>
                  </View>
                  {([
                    ['Barlavento', angle === 0 ? wCpe.C : wCpe.A, colLoads.windward],
                    ['Sotavento', angle === 0 ? wCpe.D : wCpe.B, colLoads.leeward],
                    ['Lateral 1', angle === 0 ? wCpe.A : wCpe.C, colLoads.sideA],
                    ['Lateral 2', angle === 0 ? wCpe.B : wCpe.D, colLoads.sideB],
                  ] as const).map(([label, cpeVal, w]) => (
                    <View style={styles.tableRow} key={`col-${label}`}>
                      <Text style={styles.tableCellFirst}>{label}</Text>
                      <Text style={styles.tableCell}>{cpeVal.toFixed(2)}</Text>
                      <Text style={styles.tableCell}>{fmtSigned(w)} ({fmtSigned(w * 101.9716, 1)})</Text>
                    </View>
                  ))}
                </View>

                <View style={[styles.table, { marginTop: 10 }]}>
                  <View style={[styles.tableRow, styles.tableHeader]}>
                    <Text style={styles.tableCellFirst}>Terça (Zona)</Text>
                    <Text style={styles.tableCell}>Cpe</Text>
                    <Text style={styles.tableCell}>w [kN/m (kgf/m)]</Text>
                  </View>
                  {(['E', 'F', 'G', 'H', 'I', 'J'] as const).map((z) => (
                    <View style={styles.tableRow} key={`roof-${z}`}>
                      <Text style={styles.tableCellFirst}>{z}</Text>
                      <Text style={styles.tableCell}>{rCpe[z].toFixed(2)}</Text>
                      <Text style={styles.tableCell}>{fmtSigned(rLoads[z])} ({fmtSigned(rLoads[z] * 101.9716, 1)})</Text>
                    </View>
                  ))}
                </View>

                <View style={{ marginTop: 6, fontSize: 9 }}>
                  <Text>Reação global na base: <Text style={{ fontWeight: 'bold' }}>{fmtSigned(rxns.total, 3)} kN ({fmtSigned(rxns.total * 101.9716, 1)} kgf)</Text></Text>
                  <Text>Força de arrasto global (Cₐ): <Text style={{ fontWeight: 'bold' }}>{dForce.forceKN.toFixed(3)} kN ({(dForce.forceKN * 101.9716).toFixed(1)} kgf)</Text></Text>
                </View>
              </View>
            </View>
          );
        })}

        {sceneImage && (
          <View style={styles.section} wrap={false}>
            <Text style={styles.sectionTitle}>8. Modelo 3D (Captura de Cena)</Text>
            <PdfImage src={sceneImage} style={styles.sceneImage} />
            <Text style={styles.sceneCaption}>
              Vista isométrica capturada em tempo real pelo projetista na interface web. Cores indicam intensidade de pressão (azul:
              empuxo, vermelho: sucção).
            </Text>
          </View>
        )}

        <View style={{ marginTop: 20, padding: 10, backgroundColor: '#f3f4f6', borderRadius: 4 }}>
          <Text style={{ fontSize: 10, fontWeight: 'bold', marginBottom: 4, color: '#111' }}>Declaração de Conformidade:</Text>
          <Text style={{ fontSize: 9, color: '#444' }}>
            Todos os coeficientes de forma (Cpe), coeficientes de pressão interna (Cpi) e pressões dinâmicas calculados neste relatório
            estão em conformidade estrita com os procedimentos, tabelas e ábacos definidos pela norma ABNT NBR 6123:2023.
            Este memorial serve como prova matemática e pode ser anexado aos documentos do projeto estrutural.
          </Text>
        </View>

        <Text style={styles.footer}>
          Gerado por BrainWind v1.0 — Tecnologia Auditada em Engenharia Estrutural (NBR 6123:2023)
        </Text>
      </Page>
    </Document>
  );
};

export async function exportGalpaoToPDF() {
  const galpao = useGalpaoStore.getState();
  const wind = useWindStore.getState();
  const sceneImage = useCaptureStore.getState().capturedImage;

  const blob = await pdf(
    <ReportDocument galpao={galpao} wind={wind} sceneImage={sceneImage} />,
  ).toBlob();

  const url = URL.createObjectURL(blob);
  const link = document.createElement('a');
  link.setAttribute('href', url);
  link.setAttribute('download', 'memoria_calculo_vento.pdf');
  document.body.appendChild(link);
  link.click();
  document.body.removeChild(link);
}