{"id":3460,"date":"2026-06-16T03:15:23","date_gmt":"2026-06-16T03:15:23","guid":{"rendered":"https:\/\/acerosymallas.com\/nueva\/?page_id=3460"},"modified":"2026-06-18T13:06:35","modified_gmt":"2026-06-18T13:06:35","slug":"varilla-corrugada","status":"publish","type":"page","link":"https:\/\/acerosymallas.com\/nueva\/productos\/construccion\/varilla-corrugada\/","title":{"rendered":"Varilla Corrugada"},"content":{"rendered":"<section id=\"bt_section6aa373ddbfce6\"  class=\"boldSection gutter \" ><div class=\"port\"><div class=\"boldCell\"><div class=\"boldCellInner\"><div class=\"boldRow \" ><div class=\"boldRowInner\"><div class=\"rowItem col-md-12 col-ms-12  btTextLeft\"  data-width=\"12\"><div class=\"rowItemContent\" ><div class=\"rowContent\" \"><!-- GOOGLE FONTS -->\n<link href=\"https:\/\/fonts.googleapis.com\/css2?family=Barlow+Condensed:wght@400;600;700;800&#038;family=Barlow:wght@400;500;600&#038;display=swap\" rel=\"stylesheet\">\n\n<style>\n\/* \u2500\u2500 RESET BOLD THEME \u2500\u2500 *\/\n.btContentWrap, #btContentWrap, .btPageWrap { overflow: visible !important; }\n\n\/* \u2500\u2500 BREAKOUT \u2500\u2500 *\/\n.breakout {\n  margin-left:  calc(-50vw + 50%) !important;\n  margin-right: calc(-50vw + 50%) !important;\n  width: 100vw !important;\n  position: relative !important;\n}\n\n\/* \u2500\u2500 SECCIONES: padding responsivo \u2500\u2500 *\/\n.ag-section     { padding: 88px 48px; }\n.ag-section-sm  { padding: 64px 48px; }\n.ag-hero-inner  { padding: 0 48px 64px; }\n\n\/* \u2500\u2500 TABS \u2500\u2500 *\/\n.spec-tab {\n  background: transparent;\n  border: 2px solid #e8e8e8;\n  border-bottom: none;\n  color: #888;\n  font-family: 'Barlow Condensed', sans-serif;\n  font-size: 14px; font-weight: 700;\n  letter-spacing: 1.5px; text-transform: uppercase;\n  padding: 12px 28px; cursor: pointer; transition: all .2s;\n}\n.spec-tab.active { background: #1a1a1a; border-color: #1a1a1a; color: #F5A800; }\n.spec-panel { display: none; }\n.spec-panel.active { display: block; }\n\n\/* \u2500\u2500 TABLE \u2500\u2500 *\/\n.spec-table { width: 100%; border-collapse: collapse; }\n.spec-table th {\n  background: #1a1a1a; color: #F5A800;\n  font-family: 'Barlow Condensed', sans-serif;\n  font-size: 13px; font-weight: 700;\n  letter-spacing: 2px; text-transform: uppercase;\n  padding: 14px 20px; text-align: left;\n}\n.spec-table td {\n  font-family: 'Barlow', sans-serif; font-size: 14px; color: #333;\n  padding: 12px 20px; border-bottom: 1px solid #e8e8e8;\n}\n.spec-table tr:nth-child(even) td { background: #f9f9f9; }\n.spec-table tr:hover td { background: #fff8e8; transition: background .2s; }\n\n\/* \u2500\u2500 CARDS \u2500\u2500 *\/\n.ventaja-card {\n  background: rgba(255,255,255,.04);\n  border: 1px solid rgba(255,255,255,.08);\n  border-top: 3px solid transparent; padding: 32px 28px;\n  transition: border-top-color .25s, background .25s;\n}\n.ventaja-card:hover { border-top-color: #F5A800; background: rgba(255,255,255,.07); }\n\n.aplic-card {\n  background: #fff; border: 1px solid #e8e8e8;\n  border-top: 3px solid transparent; padding: 28px 24px;\n  transition: border-top-color .25s, transform .2s, box-shadow .25s;\n}\n.aplic-card:hover { border-top-color: #F5A800; transform: translateY(-4px); box-shadow: 0 12px 36px rgba(0,0,0,.09); }\n\n.pres-card {\n  background: #f2f2f0; border: 1px solid #e8e8e8;\n  border-top: 3px solid #F5A800; padding: 36px 32px;\n}\n\n.stat-card {\n  background: #f2f2f0; border: 1px solid #e8e8e8;\n  border-top: 3px solid #F5A800; padding: 32px 28px; text-align: center;\n}\n\n\/* \u2500\u2500 PATTERNS \u2500\u2500 *\/\n.dots-pattern {\n  background-image: radial-gradient(circle, #ddd 1px, transparent 1px);\n  background-size: 22px 22px; opacity: .3;\n  position: absolute; inset: 0; pointer-events: none;\n}\n.diag-pattern {\n  background-image: repeating-linear-gradient(45deg,\n    rgba(245,168,0,.03) 0, rgba(245,168,0,.03) 1px,\n    transparent 1px, transparent 48px);\n  position: absolute; inset: 0; pointer-events: none;\n}\n\n\/* \u2500\u2500 ANIMATION \u2500\u2500 *\/\n@keyframes fadeUp { from { opacity:0; transform:translateY(20px); } to { opacity:1; transform:translateY(0); } }\n.fade-up { animation: fadeUp .7s ease forwards; }\n\n\/* \u2500\u2500 TABLE SCROLL \u2500\u2500 *\/\n.table-scroll { overflow-x: auto; -webkit-overflow-scrolling: touch; }\n\n\/* \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n   RESPONSIVE\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 *\/\n@media (max-width: 768px) {\n  .ag-section     { padding: 60px 20px !important; }\n  .ag-section-sm  { padding: 44px 20px !important; }\n  .ag-hero-inner  { padding: 0 20px 48px !important; }\n  .grid-2col      { grid-template-columns: 1fr !important; }\n  .grid-3col      { grid-template-columns: 1fr !important; }\n  .grid-4col      { grid-template-columns: 1fr 1fr !important; }\n  .cta-grid       { grid-template-columns: 1fr !important; }\n  .spec-tab       { padding: 10px 14px; font-size: 12px; letter-spacing: 1px; }\n  .hero-tags      { display: none !important; }\n  .stat-card      { padding: 24px 18px; }\n  .pres-card      { padding: 28px 20px; }\n  .ventaja-card   { padding: 24px 20px; }\n  .aplic-card     { padding: 22px 18px; }\n  .cta-final-btns { min-width: unset !important; width: 100%; }\n}\n@media (max-width: 480px) {\n  .grid-4col { grid-template-columns: 1fr !important; }\n  .spec-table th, .spec-table td { padding: 10px 12px; font-size: 13px; }\n  .ag-section    { padding: 48px 16px !important; }\n  .ag-section-sm { padding: 36px 16px !important; }\n  .ag-hero-inner { padding: 0 16px 40px !important; }\n}\n<\/style>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     1. HERO\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<div class=\"breakout\">\n  <section aria-label=\"Varilla Corrugada hero\" style=\"\n    position:relative; height:clamp(480px,60vh,680px);\n    overflow:hidden; display:flex; align-items:flex-end;\n    font-family:'Barlow',sans-serif;\n  \">\n    <div style=\"position:absolute;inset:0;\n      background:url('https:\/\/acerosymallas.com\/nueva\/wp-content\/uploads\/2026\/06\/varilla-corrugada_optimized.jpg') center\/cover no-repeat;\"\n      role=\"img\" aria-label=\"Varillas corrugadas de acero grado 60 para refuerzo de concreto \u2014 Aceros y Mallas de Occidente\"><\/div>\n    <div style=\"position:absolute;inset:0;background:linear-gradient(to right,rgba(10,10,10,.88) 0%,rgba(10,10,10,.65) 55%,rgba(10,10,10,.25) 100%);\"><\/div>\n    <div class=\"diag-pattern\" aria-hidden=\"true\"><\/div>\n\n    <div class=\"ag-hero-inner fade-up\" style=\"position:relative;z-index:2;width:100%;max-width:1080px;margin:0 auto;\">\n\n      <!-- Breadcrumb -->\n      <nav aria-label=\"Ruta de navegaci\u00f3n\" style=\"display:flex;align-items:center;gap:8px;flex-wrap:wrap;font-family:'Barlow',sans-serif;font-size:13px;color:rgba(255,255,255,.55);margin-bottom:20px;\">\n        <a href=\"\/nueva\/productos\/\" style=\"color:rgba(255,255,255,.55);text-decoration:none;\">Productos<\/a>\n        <span style=\"color:#F5A800;\">\u203a<\/span>\n        <a href=\"\/nueva\/categoria\/aceros-y-hierro\/\" style=\"color:rgba(255,255,255,.55);text-decoration:none;\">Aceros y Hierro<\/a>\n        <span style=\"color:#F5A800;\">\u203a<\/span>\n        <span style=\"color:#F5A800;\">Varilla Corrugada<\/span>\n      <\/nav>\n\n      <p style=\"display:flex;align-items:center;flex-wrap:wrap;gap:10px;font-family:'Barlow Condensed',sans-serif;font-size:clamp(11px,2.6vw,13px);font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#F5A800;margin:0 0 16px;max-width:560px;line-height:1.5;\">\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;flex-shrink:0;\" aria-hidden=\"true\"><\/span>\n        <span>Aceros y Hierro \u2014 NTC 2289 \u00b7 Grado 60<\/span>\n      <\/p>\n\n      <h1 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(44px,7vw,82px) !important;font-weight:800 !important;color:#ffffff !important;line-height:1 !important;text-shadow:0 2px 20px rgba(0,0,0,.4) !important;margin:0 0 12px !important;max-width:640px !important;\">\n        Varilla<br><span style=\"color:#F5A800 !important;\">Corrugada<\/span>\n      <\/h1>\n\n      <p style=\"font-family:'Barlow',sans-serif !important;font-size:clamp(15px,1.6vw,18px) !important;color:rgba(255,255,255,.80) !important;margin:0 0 36px !important;max-width:480px !important;line-height:1.6 !important;\">\n        Barra de acero de baja aleaci\u00f3n con resaltes (corrugas) para refuerzo de concreto. Cumple NTC 2289 y el Reglamento NSR-10 para construcciones sismo resistentes en Colombia.\n      <\/p>\n\n      <div style=\"display:flex;gap:14px;flex-wrap:wrap;\">\n        <a href=\"#cotizar\" style=\"display:inline-flex;align-items:center;gap:10px;background:#F5A800;color:#1a1a1a;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:16px 32px;text-decoration:none;\"\n           onmouseover=\"this.style.background='#ffffff';\" onmouseout=\"this.style.background='#F5A800';\">\n          \u25b6 Solicitar cotizaci\u00f3n\n        <\/a>\n        <a href=\"#especificaciones\" style=\"display:inline-flex;align-items:center;gap:10px;background:transparent;color:#ffffff;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:16px 32px;border:2px solid rgba(255,255,255,.4);text-decoration:none;\"\n           onmouseover=\"this.style.borderColor='#F5A800';this.style.color='#F5A800';\" onmouseout=\"this.style.borderColor='rgba(255,255,255,.4)';this.style.color='#ffffff';\">\n          Ver especificaciones\n        <\/a>\n      <\/div>\n\n      <div class=\"hero-tags\" style=\"display:flex;gap:12px;margin-top:32px;flex-wrap:wrap;\">\n        <span style=\"background:rgba(245,168,0,.15);border:1px solid rgba(245,168,0,.35);color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:2px;text-transform:uppercase;padding:6px 14px;\">NTC 2289 \u00b7 Grado 60<\/span>\n        <span style=\"background:rgba(255,255,255,.08);border:1px solid rgba(255,255,255,.15);color:rgba(255,255,255,.7);font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:2px;text-transform:uppercase;padding:6px 14px;\">\u00d8 3\/8&#8243; \u2014 1&#8243;<\/span>\n        <span style=\"background:rgba(255,255,255,.08);border:1px solid rgba(255,255,255,.15);color:rgba(255,255,255,.7);font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:2px;text-transform:uppercase;padding:6px 14px;\">Barras 6 \u00b7 9 \u00b7 12 m<\/span>\n        <span style=\"background:rgba(255,255,255,.08);border:1px solid rgba(255,255,255,.15);color:rgba(255,255,255,.7);font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:2px;text-transform:uppercase;padding:6px 14px;\">fy \u2265 420 MPa<\/span>\n      <\/div>\n\n    <\/div>\n  <\/section>\n<\/div>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     2. DESCRIPCI\u00d3N T\u00c9CNICA \u2014 TEXTO + STATS\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<section class=\"ag-section\" style=\"font-family:'Barlow',sans-serif;background:#ffffff;\">\n  <div style=\"max-width:1080px;margin:0 auto;\">\n    <div class=\"grid-2col\" style=\"display:grid;grid-template-columns:1fr 1fr;gap:72px;align-items:start;\">\n\n      <!-- Texto -->\n      <div>\n        <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#D4900A;margin:0 0 16px;\">\n          <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n          Descripci\u00f3n del Producto\n        <\/p>\n\n        <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(32px,4vw,48px) !important;font-weight:800 !important;color:#1a1a1a !important;line-height:1.05 !important;margin:0 0 28px !important;\">\n          El refuerzo que define<br><span style=\"color:#D4900A !important;\">la sismo-resistencia<\/span>\n        <\/h2>\n\n        <p style=\"font-size:clamp(14px,1.5vw,16px);color:#555;line-height:1.8;margin:0 0 20px;\">\n          La <strong>varilla corrugada<\/strong> es una barra de acero de baja aleaci\u00f3n de secci\u00f3n circular continua, con resaltes longitudinales y transversales (corrugas) obtenidos por laminaci\u00f3n en caliente. Estas corrugas no son decorativas: est\u00e1n dise\u00f1adas geom\u00e9tricamente bajo la norma <strong>NTC 2289<\/strong> para maximizar la <strong>adherencia mec\u00e1nica entre el acero y el concreto<\/strong>, transfiriendo esfuerzos de tracci\u00f3n que el concreto por s\u00ed solo no puede resistir.\n        <\/p>\n        <p style=\"font-size:clamp(14px,1.5vw,16px);color:#555;line-height:1.8;margin:0 0 20px;\">\n          Es el elemento estructural de refuerzo m\u00e1s usado en Colombia para columnas, vigas, losas, zapatas y muros de concreto reforzado. Su cumplimiento con la NTC 2289 y el <strong>Reglamento Colombiano de Construcci\u00f3n Sismo Resistente NSR-10<\/strong> es un requisito legal \u2014 no opcional \u2014 en cualquier edificaci\u00f3n formal del pa\u00eds.\n        <\/p>\n\n        <blockquote style=\"border-left:3px solid #F5A800;padding-left:18px;margin:28px 0 0;font-style:normal;\">\n          <p style=\"font-family:'Barlow',sans-serif;font-size:15px;color:#1a1a1a;line-height:1.7;margin:0;font-weight:500;\">\n            \u00abEl concreto resiste compresi\u00f3n; el acero resiste tracci\u00f3n. La varilla corrugada es el puente entre ambos \u2014 y su cumplimiento de la NTC 2289 es lo que separa una estructura sismo resistente de una que no lo es.\u00bb\n          <\/p>\n        <\/blockquote>\n\n        <div style=\"display:grid;grid-template-columns:1fr 1fr;gap:16px;margin-top:32px;\">\n          <div style=\"display:flex;align-items:flex-start;gap:12px;\">\n            <div style=\"width:36px;height:36px;min-width:36px;background:#F5A800;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n              <svg width=\"18\" height=\"18\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#1a1a1a\" stroke-width=\"2.5\"><polyline points=\"20 6 9 17 4 12\"\/><\/svg>\n            <\/div>\n            <div>\n              <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:14px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;\">Grado 60 (420 MPa)<\/div>\n              <div style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;margin-top:2px;\">L\u00edmite de fluencia m\u00ednimo garantizado<\/div>\n            <\/div>\n          <\/div>\n          <div style=\"display:flex;align-items:flex-start;gap:12px;\">\n            <div style=\"width:36px;height:36px;min-width:36px;background:#F5A800;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n              <svg width=\"18\" height=\"18\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#1a1a1a\" stroke-width=\"2.5\"><polyline points=\"20 6 9 17 4 12\"\/><\/svg>\n            <\/div>\n            <div>\n              <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:14px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;\">NTC 2289 \u00b7 NSR-10<\/div>\n              <div style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;margin-top:2px;\">Cumplimiento legal obligatorio en Colombia<\/div>\n            <\/div>\n          <\/div>\n          <div style=\"display:flex;align-items:flex-start;gap:12px;\">\n            <div style=\"width:36px;height:36px;min-width:36px;background:#F5A800;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n              <svg width=\"18\" height=\"18\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#1a1a1a\" stroke-width=\"2.5\"><polyline points=\"20 6 9 17 4 12\"\/><\/svg>\n            <\/div>\n            <div>\n              <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:14px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;\">Alta ductilidad<\/div>\n              <div style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;margin-top:2px;\">Alargamiento y soldabilidad certificados<\/div>\n            <\/div>\n          <\/div>\n          <div style=\"display:flex;align-items:flex-start;gap:12px;\">\n            <div style=\"width:36px;height:36px;min-width:36px;background:#F5A800;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n              <svg width=\"18\" height=\"18\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#1a1a1a\" stroke-width=\"2.5\"><polyline points=\"20 6 9 17 4 12\"\/><\/svg>\n            <\/div>\n            <div>\n              <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:14px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;\">Barras 6, 9 y 12 m<\/div>\n              <div style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;margin-top:2px;\">Longitudes est\u00e1ndar \u2014 figurado bajo pedido<\/div>\n            <\/div>\n          <\/div>\n        <\/div>\n      <\/div>\n\n      <!-- Stats -->\n      <div style=\"display:flex;flex-direction:column;gap:20px;\">\n\n        <div class=\"stat-card\">\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:52px;font-weight:800;color:#F5A800;line-height:1;margin-bottom:6px;\">Grado 60<\/div>\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:1.5px;margin-bottom:6px;\">fy \u2265 420 MPa de l\u00edmite de fluencia<\/div>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;line-height:1.6;margin:0;\">El Grado 60 (equivalente a Grado 420 en el Sistema Internacional) es el est\u00e1ndar de la construcci\u00f3n colombiana. NTC 2289 permite sustituir Grado 420 SI por su equivalente Grado 60 en pulgadas.<\/p>\n        <\/div>\n\n        <div class=\"stat-card\">\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:52px;font-weight:800;color:#F5A800;line-height:1;margin-bottom:6px;\">16<\/div>\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:1.5px;margin-bottom:6px;\">di\u00e1metros de fabricaci\u00f3n seg\u00fan NTC 2289<\/div>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;line-height:1.6;margin:0;\">Desde 6 mm (1\/4&#8243;) hasta 1 3\/8&#8243; (35 mm). Cada di\u00e1metro tiene n\u00famero de designaci\u00f3n, peso lineal nominal y requisitos de resaltes especificados exactamente por la norma.<\/p>\n        <\/div>\n\n        <div class=\"stat-card\">\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:52px;font-weight:800;color:#F5A800;line-height:1;margin-bottom:6px;\">94%<\/div>\n          <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:700;color:#1a1a1a;text-transform:uppercase;letter-spacing:1.5px;margin-bottom:6px;\">peso m\u00ednimo aceptado por unidad de longitud<\/div>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#777;line-height:1.6;margin:0;\">El peso real de cada barra debe ser m\u00ednimo el 94% del peso nominal de la Tabla 1 NTC 2289. Esta verificaci\u00f3n es clave: garantiza el \u00e1rea de acero efectiva que el dise\u00f1o estructural asumi\u00f3.<\/p>\n        <\/div>\n\n      <\/div>\n    <\/div>\n  <\/div>\n<\/section>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     3. APLICACIONES \u2014 GRID 4 CARDS\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<section class=\"ag-section\" style=\"font-family:'Barlow',sans-serif;background:#f2f2f0;position:relative;overflow:hidden;\">\n  <div class=\"dots-pattern\" aria-hidden=\"true\"><\/div>\n  <div style=\"max-width:1080px;margin:0 auto;position:relative;z-index:1;\">\n\n    <div style=\"text-align:center;margin-bottom:56px;\">\n      <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#D4900A;margin:0 0 16px;\">\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n        Usos en construcci\u00f3n\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n      <\/p>\n      <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(36px,5vw,52px) !important;font-weight:800 !important;color:#1a1a1a !important;margin:0 !important;\">\n        Aplicaciones <span style=\"color:#D4900A;\">principales<\/span>\n      <\/h2>\n      <p style=\"font-family:'Barlow',sans-serif;font-size:16px;color:#666;max-width:520px;margin:16px auto 0;line-height:1.7;\">\n        El refuerzo estructural presente en cada elemento de concreto de una edificaci\u00f3n \u2014 desde la cimentaci\u00f3n hasta la cubierta.\n      <\/p>\n    <\/div>\n\n    <div class=\"grid-4col\" style=\"display:grid;grid-template-columns:repeat(4,1fr);gap:20px;\">\n\n      <article class=\"aplic-card\">\n        <div style=\"width:52px;height:52px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;margin-bottom:20px;\" aria-hidden=\"true\">\n          <svg width=\"26\" height=\"26\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n            <rect x=\"3\" y=\"3\" width=\"7\" height=\"7\"\/><rect x=\"14\" y=\"3\" width=\"7\" height=\"7\"\/><rect x=\"3\" y=\"14\" width=\"7\" height=\"7\"\/><rect x=\"14\" y=\"14\" width=\"7\" height=\"7\"\/>\n          <\/svg>\n        <\/div>\n        <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Columnas y Vigas<\/h3>\n        <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#666;line-height:1.7;margin:0;\">\n          Refuerzo longitudinal para absorber esfuerzos de tracci\u00f3n, compresi\u00f3n y flexi\u00f3n en elementos estructurales verticales y horizontales. Di\u00e1metros 3\/8&#8243; a 1&#8243; seg\u00fan el dise\u00f1o estructural y la carga de la edificaci\u00f3n.\n        <\/p>\n      <\/article>\n\n      <article class=\"aplic-card\">\n        <div style=\"width:52px;height:52px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;margin-bottom:20px;\" aria-hidden=\"true\">\n          <svg width=\"26\" height=\"26\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n            <line x1=\"3\" y1=\"9\" x2=\"21\" y2=\"9\"\/><line x1=\"3\" y1=\"15\" x2=\"21\" y2=\"15\"\/><line x1=\"9\" y1=\"3\" x2=\"9\" y2=\"21\"\/><line x1=\"15\" y1=\"3\" x2=\"15\" y2=\"21\"\/>\n          <\/svg>\n        <\/div>\n        <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Losas de Entrepiso<\/h3>\n        <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#666;line-height:1.7;margin:0;\">\n          Mallas de refuerzo en losas macizas, aligeradas y de cubierta. Di\u00e1metros m\u00e1s delgados (3\/8&#8243; a 1\/2&#8243;) combinados con malla electrosoldada seg\u00fan el espesor y la luz de la losa dise\u00f1ada.\n        <\/p>\n      <\/article>\n\n      <article class=\"aplic-card\">\n        <div style=\"width:52px;height:52px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;margin-bottom:20px;\" aria-hidden=\"true\">\n          <svg width=\"26\" height=\"26\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n            <polygon points=\"12 2 22 8.5 22 15.5 12 22 2 15.5 2 8.5 12 2\"\/>\n          <\/svg>\n        <\/div>\n        <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Zapatas y Cimentaci\u00f3n<\/h3>\n        <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#666;line-height:1.7;margin:0;\">\n          Parrillas de refuerzo en zapatas aisladas, corridas y losas de cimentaci\u00f3n. Di\u00e1metros mayores (1\/2&#8243; a 1&#8243;) en estructuras de gran carga o suelos de baja capacidad portante.\n        <\/p>\n      <\/article>\n\n      <article class=\"aplic-card\">\n        <div style=\"width:52px;height:52px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;margin-bottom:20px;\" aria-hidden=\"true\">\n          <svg width=\"26\" height=\"26\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n            <path d=\"M3 9l9-7 9 7v11a2 2 0 0 1-2 2H5a2 2 0 0 1-2-2z\"\/><polyline points=\"9 22 9 12 15 12 15 22\"\/>\n          <\/svg>\n        <\/div>\n        <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#1a1a1a;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Muros de Contenci\u00f3n y Estructura<\/h3>\n        <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#666;line-height:1.7;margin:0;\">\n          Refuerzo vertical y horizontal en muros de contenci\u00f3n, muros estructurales y elementos de mamposter\u00eda confinada y reforzada seg\u00fan el sistema constructivo de la NSR-10.\n        <\/p>\n      <\/article>\n\n    <\/div>\n  <\/div>\n<\/section>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     4. VENTAJAS \u2014 FONDO NEGRO BREAKOUT\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<div class=\"breakout\">\n  <section class=\"ag-section\" style=\"background:#1a1a1a;position:relative;overflow:hidden;font-family:'Barlow',sans-serif;\">\n    <div class=\"diag-pattern\" aria-hidden=\"true\"><\/div>\n    <div style=\"position:absolute;top:-80px;right:-80px;width:400px;height:400px;border:60px solid rgba(245,168,0,.05);border-radius:50%;pointer-events:none;\" aria-hidden=\"true\"><\/div>\n    <div style=\"position:absolute;bottom:-100px;left:-100px;width:300px;height:300px;border:40px solid rgba(245,168,0,.04);border-radius:50%;pointer-events:none;\" aria-hidden=\"true\"><\/div>\n\n    <div style=\"max-width:1080px;margin:0 auto;position:relative;z-index:1;\">\n      <div style=\"text-align:center;margin-bottom:56px;\">\n        <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#F5A800;margin:0 0 16px;\">\n          <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n          Por qu\u00e9 elegirla\n          <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n        <\/p>\n        <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(36px,5vw,52px) !important;font-weight:800 !important;color:#ffffff !important;margin:0 !important;\">\n          Ventajas de cumplir <span style=\"color:#F5A800;\">NTC 2289 al detalle<\/span>\n        <\/h2>\n      <\/div>\n\n      <div class=\"grid-3col\" style=\"display:grid;grid-template-columns:repeat(3,1fr);gap:20px;\">\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">01<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Adherencia al concreto verificable<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            La separaci\u00f3n entre los extremos de los resaltes est\u00e1 limitada a m\u00e1ximo 12,5% del per\u00edmetro nominal \u2014 un detalle exacto de NTC 2289 que asegura la transferencia de esfuerzos entre acero y concreto en toda la longitud de la barra.\n          <\/p>\n        <\/div>\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">02<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Soldabilidad certificada<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            El acero de baja aleaci\u00f3n bajo NTC 2289 (equivalente ASTM A706) tiene composici\u00f3n qu\u00edmica controlada que permite soldadura sin p\u00e9rdida significativa de propiedades mec\u00e1nicas \u2014 cr\u00edtico para uniones y empalmes estructurales.\n          <\/p>\n        <\/div>\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">03<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Alta ductilidad sismo resistente<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            Altos valores de alargamiento certificados por la norma. En un sismo, esto permite que el acero se deforme antes de fallar \u2014 absorbiendo energ\u00eda y dando tiempo de respuesta antes del colapso estructural.\n          <\/p>\n        <\/div>\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">04<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Peso verificable contra Tabla 1<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            Cada lote es evaluado contra el peso nominal de la Tabla 1 NTC 2289. Un peso por debajo del 94% indica un di\u00e1metro real menor al especificado \u2014 comprometiendo directamente la capacidad estructural dise\u00f1ada.\n          <\/p>\n        <\/div>\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">05<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Superficie libre de imperfecciones<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            NTC 2289 exige barras libres de imperfecciones superficiales que comprometan su comportamiento estructural \u2014 fisuras, escamas o defectos de laminaci\u00f3n quedan fuera de especificaci\u00f3n.\n          <\/p>\n        <\/div>\n\n        <div class=\"ventaja-card\">\n          <div style=\"color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:36px;font-weight:800;line-height:1;margin-bottom:12px;\" aria-hidden=\"true\">06<\/div>\n          <h3 style=\"font-family:'Barlow Condensed',sans-serif;font-size:20px;font-weight:800;color:#ffffff;text-transform:uppercase;letter-spacing:.5px;margin:0 0 10px;\">Despacho en flota propia<\/h3>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:14px;color:rgba(255,255,255,.65);line-height:1.7;margin:0;\">\n            Flota propia Aceros y Mallas \u2014 camiones de 3 a 10 toneladas con despacho directo a pie de obra. Sin intermediarios, sin demoras. Valle del Cauca y suroccidente colombiano.\n          <\/p>\n        <\/div>\n\n      <\/div>\n    <\/div>\n  <\/section>\n<\/div>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     5. ESPECIFICACIONES T\u00c9CNICAS \u2014 TABS\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<section id=\"especificaciones\" class=\"ag-section\" style=\"font-family:'Barlow',sans-serif;background:#ffffff;\">\n  <div style=\"max-width:1080px;margin:0 auto;\">\n\n    <div style=\"margin-bottom:40px;\">\n      <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#D4900A;margin:0 0 16px;\">\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n        Datos t\u00e9cnicos\n      <\/p>\n      <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(36px,5vw,52px) !important;font-weight:800 !important;color:#1a1a1a !important;margin:0 !important;\">\n        Especificaciones <span style=\"color:#D4900A;\">t\u00e9cnicas<\/span>\n      <\/h2>\n    <\/div>\n\n    <div style=\"display:flex;gap:0;margin-bottom:0;flex-wrap:wrap;\" role=\"tablist\" aria-label=\"Especificaciones t\u00e9cnicas varilla corrugada\">\n      <button class=\"spec-tab active\" onclick=\"showTab('diametros')\" role=\"tab\" aria-selected=\"true\" aria-controls=\"tab-diametros\">Di\u00e1metros y pesos<\/button>\n      <button class=\"spec-tab\" onclick=\"showTab('norma')\" role=\"tab\" aria-selected=\"false\" aria-controls=\"tab-norma\">Norma NTC 2289<\/button>\n      <button class=\"spec-tab\" onclick=\"showTab('mecanicas')\" role=\"tab\" aria-selected=\"false\" aria-controls=\"tab-mecanicas\">Propiedades mec\u00e1nicas<\/button>\n    <\/div>\n\n    <!-- Panel Di\u00e1metros -->\n    <div id=\"tab-diametros\" class=\"spec-panel active\" style=\"border:2px solid #1a1a1a;\" role=\"tabpanel\">\n      <div class=\"table-scroll\">\n        <table class=\"spec-table\">\n          <caption style=\"display:none;\">Di\u00e1metros, designaci\u00f3n y peso lineal nominal de la varilla corrugada seg\u00fan NTC 2289<\/caption>\n          <thead>\n            <tr>\n              <th scope=\"col\">Designaci\u00f3n<\/th>\n              <th scope=\"col\">Di\u00e1metro nominal<\/th>\n              <th scope=\"col\">Peso lineal nominal (kg\/m)<\/th>\n              <th scope=\"col\">\u00c1rea secci\u00f3n (mm\u00b2)<\/th>\n              <th scope=\"col\">Uso t\u00edpico en obra<\/th>\n            <\/tr>\n          <\/thead>\n          <tbody>\n            <tr><td><strong>N\u00ba 3<\/strong><\/td><td>3\/8&#8243; (9,5 mm)<\/td><td>\u2248 0,557 kg\/m<\/td><td>\u2248 70,9 mm\u00b2<\/td><td>Mallas de losa \u00b7 estribos \u00b7 refuerzo secundario<\/td><\/tr>\n            <tr><td><strong>N\u00ba 4<\/strong><\/td><td>1\/2&#8243; (12,7 mm)<\/td><td>\u2248 0,994 kg\/m<\/td><td>\u2248 126,7 mm\u00b2<\/td><td>Columnas peque\u00f1as \u00b7 vigas livianas \u00b7 losas<\/td><\/tr>\n            <tr><td><strong>N\u00ba 5<\/strong><\/td><td>5\/8&#8243; (15,9 mm)<\/td><td>\u2248 1,552 kg\/m<\/td><td>\u2248 198,6 mm\u00b2<\/td><td>Columnas y vigas de vivienda \u00b7 refuerzo est\u00e1ndar<\/td><\/tr>\n            <tr><td><strong>N\u00ba 6<\/strong><\/td><td>3\/4&#8243; (19,1 mm)<\/td><td>\u2248 2,235 kg\/m<\/td><td>\u2248 285,0 mm\u00b2<\/td><td>Estructuras de mayor carga \u00b7 zapatas<\/td><\/tr>\n            <tr><td><strong>N\u00ba 7<\/strong><\/td><td>7\/8&#8243; (22,2 mm)<\/td><td>\u2248 3,042 kg\/m<\/td><td>\u2248 387,6 mm\u00b2<\/td><td>Edificios en altura \u00b7 estructuras industriales<\/td><\/tr>\n            <tr><td><strong>N\u00ba 8<\/strong><\/td><td>1&#8243; (25,4 mm)<\/td><td>\u2248 3,973 kg\/m<\/td><td>\u2248 506,7 mm\u00b2<\/td><td>Cimentaciones pesadas \u00b7 obra civil de gran escala<\/td><\/tr>\n          <\/tbody>\n        <\/table>\n      <\/div>\n      <div style=\"padding:16px 20px;background:#fffbf0;border-top:1px solid #e8e8e8;\">\n        <p style=\"font-family:'Barlow',sans-serif;font-size:13px;color:#888;margin:0;\">\n          * Valores nominales seg\u00fan Tabla 1 NTC 2289 (equivalencias en pulgadas). NTC 2289 contempla 16 di\u00e1metros, desde 6 mm (1\/4&#8243;) hasta 1 3\/8&#8243; (35 mm). Longitudes de barra: 6 m, 9 m y 12 m est\u00e1ndar. Otros di\u00e1metros y longitudes bajo pedido.\n        <\/p>\n      <\/div>\n    <\/div>\n\n    <!-- Panel Norma -->\n    <div id=\"tab-norma\" class=\"spec-panel\" style=\"border:2px solid #1a1a1a;\" role=\"tabpanel\">\n      <div class=\"table-scroll\">\n        <table class=\"spec-table\">\n          <caption style=\"display:none;\">Par\u00e1metros normativos de la varilla corrugada seg\u00fan NTC 2289 y NSR-10<\/caption>\n          <thead>\n            <tr><th scope=\"col\">Par\u00e1metro<\/th><th scope=\"col\">Especificaci\u00f3n<\/th><\/tr>\n          <\/thead>\n          <tbody>\n            <tr><td>Norma t\u00e9cnica colombiana<\/td><td>NTC 2289 \u2014 Barras corrugadas y lisas de acero de baja aleaci\u00f3n, para refuerzo de concreto<\/td><\/tr>\n            <tr><td>Norma internacional de referencia<\/td><td>ASTM A706\/A706M \u2014 modificada (MOD) por NTC 2289<\/td><\/tr>\n            <tr><td>Reglamento de construcci\u00f3n aplicable<\/td><td>NSR-10 \u2014 Reglamento Colombiano de Construcci\u00f3n Sismo Resistente<\/td><\/tr>\n            <tr><td>Reglamento t\u00e9cnico de origen<\/td><td>Resoluci\u00f3n 1856 de 2017 \u2014 Ministerio de Comercio, Industria y Turismo<\/td><\/tr>\n            <tr><td>Norma de embalaje, rotulado y despacho<\/td><td>NTC 2674 (equivalente ASTM A700)<\/td><\/tr>\n            <tr><td>Tipo de acero<\/td><td>Acero de baja aleaci\u00f3n \u2014 aleado para mejorar propiedades mec\u00e1nicas y soldabilidad<\/td><\/tr>\n            <tr><td>Proceso de fabricaci\u00f3n<\/td><td>Laminaci\u00f3n en caliente \u2014 corrugas obtenidas en el mismo proceso<\/td><\/tr>\n            <tr><td>Peso m\u00ednimo aceptado<\/td><td>94% del peso nominal por unidad de longitud (Tabla 1 \/ Tabla A.1 NTC 2289)<\/td><\/tr>\n            <tr><td>Tolerancia de sobrepeso<\/td><td>El exceso de masa NUNCA es causa de rechazo seg\u00fan NTC 2289<\/td><\/tr>\n            <tr><td>Separaci\u00f3n entre extremos de resaltes<\/td><td>M\u00e1ximo 12,5% del per\u00edmetro nominal de la barra<\/td><\/tr>\n            <tr><td>Marcaci\u00f3n de la barra<\/td><td>Pa\u00eds de origen (COL) \u00b7 n\u00famero de designaci\u00f3n en octavos de pulgada \u00b7 letra W si es soldable<\/td><\/tr>\n          <\/tbody>\n        <\/table>\n      <\/div>\n    <\/div>\n\n    <!-- Panel Mec\u00e1nicas -->\n    <div id=\"tab-mecanicas\" class=\"spec-panel\" style=\"border:2px solid #1a1a1a;\" role=\"tabpanel\">\n      <div class=\"table-scroll\">\n        <table class=\"spec-table\">\n          <caption style=\"display:none;\">Propiedades mec\u00e1nicas de la varilla corrugada Grado 60 seg\u00fan NTC 2289<\/caption>\n          <thead>\n            <tr><th scope=\"col\">Propiedad<\/th><th scope=\"col\">Valor \/ Descripci\u00f3n<\/th><\/tr>\n          <\/thead>\n          <tbody>\n            <tr><td>Grado de acero<\/td><td>Grado 60 (sistema ingl\u00e9s) \u2014 equivalente a Grado 420 (Sistema Internacional)<\/td><\/tr>\n            <tr><td>L\u00edmite de fluencia m\u00ednimo (fy)<\/td><td>\u2265 420 MPa (\u2248 4.200 kgf\/cm\u00b2) \u2014 Grado 420\/60<\/td><\/tr>\n            <tr><td>Sustituci\u00f3n permitida por NTC 2289<\/td><td>Barras Grado 420 (SI) pueden sustituirse por su equivalente en ingl\u00e9s Grado 60<\/td><\/tr>\n            <tr><td>Ductilidad<\/td><td>Altos valores de alargamiento \u2014 verificados mediante ensayo de tracci\u00f3n<\/td><\/tr>\n            <tr><td>Ensayo de doblado<\/td><td>Requisitos espec\u00edficos por di\u00e1metro seg\u00fan Tabla 3 NTC 2289 \u2014 verifica ductilidad sin fractura<\/td><\/tr>\n            <tr><td>Soldabilidad<\/td><td>Certificada \u2014 composici\u00f3n qu\u00edmica controlada de baja aleaci\u00f3n permite soldadura estructural<\/td><\/tr>\n            <tr><td>Aplicaci\u00f3n con recubrimiento ep\u00f3xico<\/td><td>Disponible bajo requerimiento \u2014 m\u00ednimo de protuberancias agudas seg\u00fan NTC 4004<\/td><\/tr>\n            <tr><td>Almacenamiento recomendado<\/td><td>Evitar zonas de alta humedad, contacto con aceites, qu\u00edmicos, pinturas o ACPM<\/td><\/tr>\n          <\/tbody>\n        <\/table>\n      <\/div>\n    <\/div>\n\n  <\/div>\n<\/section>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     6. CTA INTERMEDIO\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<div class=\"breakout\">\n  <section class=\"ag-section-sm\" style=\"background:#111111;position:relative;overflow:hidden;font-family:'Barlow',sans-serif;\">\n    <div class=\"diag-pattern\" aria-hidden=\"true\"><\/div>\n    <div style=\"max-width:1080px;margin:0 auto;position:relative;z-index:1;\">\n      <div class=\"cta-grid\" style=\"display:grid;grid-template-columns:1fr auto;align-items:center;gap:48px;\">\n        <div>\n          <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#F5A800;margin:0 0 12px;\">\n            <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n            Stock disponible\n          <\/p>\n          <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(28px,4vw,44px) !important;font-weight:800 !important;color:#ffffff !important;margin:0 0 8px !important;line-height:1.1 !important;\">\n            \u00bfNecesita varilla corrugada<br><span style=\"color:#F5A800;\">para su obra hoy?<\/span>\n          <\/h2>\n          <p style=\"font-family:'Barlow',sans-serif;font-size:15px;color:rgba(255,255,255,.65);margin:0;line-height:1.6;\">\n            Di\u00e1metros 3\/8&#8243; a 1&#8243; Grado 60 NTC 2289 en stock. Barras de 6, 9 y 12 metros. Despacho en flota propia en Valle del Cauca y suroccidente colombiano.\n          <\/p>\n        <\/div>\n        <div class=\"cta-final-btns\" style=\"display:flex;flex-direction:column;gap:12px;min-width:220px;\">\n          <a href=\"#cotizar\" style=\"display:flex;align-items:center;justify-content:center;background:#F5A800;color:#1a1a1a;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:16px 28px;text-decoration:none;white-space:nowrap;\"\n             onmouseover=\"this.style.background='#ffffff';\" onmouseout=\"this.style.background='#F5A800';\">Cotizar ahora<\/a>\n          <a href=\"https:\/\/wa.me\/573XXXXXXXXX?text=Hola,%20necesito%20cotizar%20Varilla%20Corrugada\" target=\"_blank\" rel=\"noopener\"\n             style=\"display:flex;align-items:center;justify-content:center;background:transparent;color:#ffffff;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:16px 28px;border:2px solid rgba(255,255,255,.3);text-decoration:none;white-space:nowrap;\"\n             onmouseover=\"this.style.borderColor='#F5A800';this.style.color='#F5A800';\" onmouseout=\"this.style.borderColor='rgba(255,255,255,.3)';this.style.color='#ffffff';\">WhatsApp directo<\/a>\n        <\/div>\n      <\/div>\n    <\/div>\n  <\/section>\n<\/div>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     7. PRESENTACIONES DISPONIBLES\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<section class=\"ag-section\" style=\"font-family:'Barlow',sans-serif;background:#f2f2f0;\">\n  <div style=\"max-width:1080px;margin:0 auto;\">\n\n    <div style=\"text-align:center;margin-bottom:52px;\">\n      <p style=\"display:inline-flex;align-items:center;gap:12px;font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:3px;text-transform:uppercase;color:#D4900A;margin:0 0 16px;\">\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n        Disponibles en stock\n        <span style=\"display:block;width:32px;height:2px;background:#F5A800;\" aria-hidden=\"true\"><\/span>\n      <\/p>\n      <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(36px,5vw,52px) !important;font-weight:800 !important;color:#1a1a1a !important;margin:0 !important;\">\n        Presentaciones <span style=\"color:#D4900A;\">disponibles<\/span>\n      <\/h2>\n      <p style=\"font-family:'Barlow',sans-serif;font-size:16px;color:#666;max-width:520px;margin:16px auto 0;line-height:1.7;\">\n        Los di\u00e1metros de mayor rotaci\u00f3n en obra civil y vivienda. Todos en barras rectas de 6, 9 o 12 metros, Grado 60.\n      <\/p>\n    <\/div>\n\n    <!-- Fila 1: 3 principales -->\n    <div class=\"grid-3col\" style=\"display:grid;grid-template-columns:repeat(3,1fr);gap:24px;margin-bottom:24px;\">\n\n      <!-- 3\/8\" -->\n      <div class=\"pres-card\">\n        <div style=\"display:flex;align-items:center;gap:16px;margin-bottom:24px;\">\n          <div style=\"width:56px;height:56px;min-width:56px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n            <svg width=\"28\" height=\"28\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n              <path d=\"M12 2v20M9 5l3-3 3 3M9 19l3 3 3-3\"\/>\n            <\/svg>\n          <\/div>\n          <div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#D4900A;\">N\u00ba 3 \u00b7 3\/8&#8243;<\/div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:26px;font-weight:800;color:#1a1a1a;line-height:1;\">9,5 mm<\/div>\n          <\/div>\n        <\/div>\n        <div style=\"border-top:1px solid #e8e8e8;padding-top:20px;\">\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Di\u00e1metro<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">3\/8&#8243; (9,5 mm)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Peso lineal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">\u2248 0,557 kg\/m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Longitudes<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">6 m \u00b7 9 m \u00b7 12 m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Grado<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">60 (fy \u2265 420 MPa)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Uso principal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">Mallas de losa \u00b7 estribos<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;align-items:center;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Stock<\/span><span style=\"background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:1.5px;text-transform:uppercase;padding:3px 10px;\">Disponible<\/span><\/div>\n        <\/div>\n      <\/div>\n\n      <!-- 1\/2\" -->\n      <div class=\"pres-card\">\n        <div style=\"display:flex;align-items:center;gap:16px;margin-bottom:24px;\">\n          <div style=\"width:56px;height:56px;min-width:56px;background:#F5A800;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n            <svg width=\"28\" height=\"28\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#1a1a1a\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n              <path d=\"M12 2v20M9 5l3-3 3 3M9 19l3 3 3-3\"\/>\n            <\/svg>\n          <\/div>\n          <div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#D4900A;\">N\u00ba 4 \u00b7 1\/2&#8243;<\/div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:26px;font-weight:800;color:#1a1a1a;line-height:1;\">12,7 mm<\/div>\n          <\/div>\n        <\/div>\n        <div style=\"border-top:1px solid #e8e8e8;padding-top:20px;\">\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Di\u00e1metro<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">1\/2&#8243; (12,7 mm)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Peso lineal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">\u2248 0,994 kg\/m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Longitudes<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">6 m \u00b7 9 m \u00b7 12 m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Grado<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">60 (fy \u2265 420 MPa)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Uso principal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">Columnas y vigas vivienda<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;align-items:center;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Stock<\/span><span style=\"background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:1.5px;text-transform:uppercase;padding:3px 10px;\">Disponible<\/span><\/div>\n        <\/div>\n      <\/div>\n\n      <!-- 5\/8\" -->\n      <div class=\"pres-card\">\n        <div style=\"display:flex;align-items:center;gap:16px;margin-bottom:24px;\">\n          <div style=\"width:56px;height:56px;min-width:56px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n            <svg width=\"28\" height=\"28\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n              <path d=\"M12 2v20M9 5l3-3 3 3M9 19l3 3 3-3\"\/>\n            <\/svg>\n          <\/div>\n          <div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#D4900A;\">N\u00ba 5 \u00b7 5\/8&#8243;<\/div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:26px;font-weight:800;color:#1a1a1a;line-height:1;\">15,9 mm<\/div>\n          <\/div>\n        <\/div>\n        <div style=\"border-top:1px solid #e8e8e8;padding-top:20px;\">\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Di\u00e1metro<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">5\/8&#8243; (15,9 mm)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Peso lineal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">\u2248 1,552 kg\/m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Longitudes<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">6 m \u00b7 9 m \u00b7 12 m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Grado<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">60 (fy \u2265 420 MPa)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Uso principal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">Refuerzo est\u00e1ndar \u2014 el m\u00e1s vers\u00e1til<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;align-items:center;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Stock<\/span><span style=\"background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:1.5px;text-transform:uppercase;padding:3px 10px;\">Disponible<\/span><\/div>\n        <\/div>\n      <\/div>\n\n    <\/div>\n\n    <!-- Fila 2: 2 adicionales -->\n    <div class=\"grid-2col\" style=\"display:grid;grid-template-columns:1fr 1fr;gap:24px;max-width:720px;margin:0 auto;\">\n\n      <!-- 3\/4\" -->\n      <div class=\"pres-card\">\n        <div style=\"display:flex;align-items:center;gap:16px;margin-bottom:24px;\">\n          <div style=\"width:56px;height:56px;min-width:56px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n            <svg width=\"28\" height=\"28\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n              <path d=\"M12 2v20M9 5l3-3 3 3M9 19l3 3 3-3\"\/>\n            <\/svg>\n          <\/div>\n          <div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#D4900A;\">N\u00ba 6 \u00b7 3\/4&#8243;<\/div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:26px;font-weight:800;color:#1a1a1a;line-height:1;\">19,1 mm<\/div>\n          <\/div>\n        <\/div>\n        <div style=\"border-top:1px solid #e8e8e8;padding-top:20px;\">\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Di\u00e1metro<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">3\/4&#8243; (19,1 mm)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Peso lineal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">\u2248 2,235 kg\/m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Longitudes<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">6 m \u00b7 9 m \u00b7 12 m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;align-items:center;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Stock<\/span><span style=\"background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:1.5px;text-transform:uppercase;padding:3px 10px;\">Disponible<\/span><\/div>\n        <\/div>\n      <\/div>\n\n      <!-- 1\" -->\n      <div class=\"pres-card\">\n        <div style=\"display:flex;align-items:center;gap:16px;margin-bottom:24px;\">\n          <div style=\"width:56px;height:56px;min-width:56px;background:#1a1a1a;display:flex;align-items:center;justify-content:center;\" aria-hidden=\"true\">\n            <svg width=\"28\" height=\"28\" viewBox=\"0 0 24 24\" fill=\"none\" stroke=\"#F5A800\" stroke-width=\"2.5\" stroke-linecap=\"round\" stroke-linejoin=\"round\">\n              <path d=\"M12 2v20M9 5l3-3 3 3M9 19l3 3 3-3\"\/>\n            <\/svg>\n          <\/div>\n          <div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:13px;font-weight:700;letter-spacing:2px;text-transform:uppercase;color:#D4900A;\">N\u00ba 8 \u00b7 1&#8243;<\/div>\n            <div style=\"font-family:'Barlow Condensed',sans-serif;font-size:26px;font-weight:800;color:#1a1a1a;line-height:1;\">25,4 mm<\/div>\n          <\/div>\n        <\/div>\n        <div style=\"border-top:1px solid #e8e8e8;padding-top:20px;\">\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Di\u00e1metro<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">1&#8243; (25,4 mm)<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Peso lineal<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">\u2248 3,973 kg\/m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;margin-bottom:10px;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Longitudes<\/span><span style=\"font-family:'Barlow',sans-serif;font-size:14px;font-weight:600;color:#1a1a1a;\">9 m \u00b7 12 m<\/span><\/div>\n          <div style=\"display:flex;justify-content:space-between;align-items:center;gap:8px;\"><span style=\"font-family:'Barlow',sans-serif;font-size:14px;color:#777;\">Stock<\/span><span style=\"background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:12px;font-weight:700;letter-spacing:1.5px;text-transform:uppercase;padding:3px 10px;\">Consultar<\/span><\/div>\n        <\/div>\n      <\/div>\n\n    <\/div>\n  <\/div>\n<\/section>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     8. CTA FINAL \u2014 AMARILLO BREAKOUT\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<div class=\"breakout\" style=\"background:#F5A800;position:relative;overflow:hidden;\">\n  <div style=\"position:absolute;top:-60px;right:-60px;width:300px;height:300px;border:50px solid rgba(0,0,0,.06);border-radius:50%;pointer-events:none;\" aria-hidden=\"true\"><\/div>\n  <div style=\"position:absolute;bottom:-80px;left:10%;width:200px;height:200px;border:35px solid rgba(0,0,0,.04);border-radius:50%;pointer-events:none;\" aria-hidden=\"true\"><\/div>\n\n  <div class=\"ag-section\" style=\"max-width:1080px;margin:0 auto;position:relative;z-index:1;background:transparent;\">\n    <div class=\"cta-grid\" style=\"display:grid;grid-template-columns:1fr auto;align-items:center;gap:48px;\">\n\n      <div>\n        <h2 style=\"font-family:'Barlow Condensed',sans-serif !important;font-size:clamp(36px,5.5vw,58px) !important;font-weight:800 !important;color:#1a1a1a !important;margin:0 0 16px !important;line-height:1.05 !important;\">\n          El refuerzo no se negocia.<br>\n          <span style=\"color:#ffffff;\">Cumpla NTC 2289 desde la primera barra.<\/span><br>\n          Elija el proveedor correcto.\n        <\/h2>\n        <p style=\"font-family:'Barlow',sans-serif;font-size:16px;color:rgba(26,26,26,.7);margin:0;max-width:440px;line-height:1.6;\">\n          Varilla corrugada Grado 60, NTC 2289, di\u00e1metros 3\/8&#8243; a 1&#8243; en stock. Barras de 6, 9 y 12 metros. Despacho directo a su obra en Valle del Cauca y suroccidente colombiano.\n        <\/p>\n      <\/div>\n\n      <div id=\"cotizar\" class=\"cta-final-btns\" style=\"display:flex;flex-direction:column;gap:14px;min-width:240px;\">\n        <a href=\"\/nueva\/contacto\/\"\n           style=\"display:flex;align-items:center;justify-content:center;background:#1a1a1a;color:#F5A800;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:18px 32px;text-decoration:none;white-space:nowrap;\"\n           onmouseover=\"this.style.background='#ffffff';this.style.color='#1a1a1a';\" onmouseout=\"this.style.background='#1a1a1a';this.style.color='#F5A800';\">\n          \u25b6 Solicitar cotizaci\u00f3n\n        <\/a>\n        <a href=\"https:\/\/wa.me\/573XXXXXXXXX?text=Hola,%20necesito%20cotizar%20Varilla%20Corrugada%20para%20mi%20obra\" target=\"_blank\" rel=\"noopener\"\n           style=\"display:flex;align-items:center;justify-content:center;background:transparent;color:#1a1a1a;font-family:'Barlow Condensed',sans-serif;font-size:15px;font-weight:800;letter-spacing:1.5px;text-transform:uppercase;padding:18px 32px;border:2px solid rgba(26,26,26,.4);text-decoration:none;white-space:nowrap;\"\n           onmouseover=\"this.style.background='rgba(0,0,0,.08)';\" onmouseout=\"this.style.background='transparent';\">\n          WhatsApp directo\n        <\/a>\n      <\/div>\n\n    <\/div>\n  <\/div>\n<\/div>\n\n\n<!-- \u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\n     SCRIPT TABS\n\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550\u2550 -->\n<script>\nfunction showTab(name) {\n  document.querySelectorAll('.spec-panel').forEach(function(p){ p.classList.remove('active'); });\n  document.querySelectorAll('.spec-tab').forEach(function(t){\n    t.classList.remove('active');\n    t.setAttribute('aria-selected','false');\n  });\n  document.getElementById('tab-' + name).classList.add('active');\n  event.target.classList.add('active');\n  event.target.setAttribute('aria-selected','true');\n}\n<\/script>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/section>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":3792,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"pagelayer_contact_templates":[],"_pagelayer_content":"","footnotes":""},"class_list":["post-3460","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/pages\/3460","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/comments?post=3460"}],"version-history":[{"count":7,"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/pages\/3460\/revisions"}],"predecessor-version":[{"id":3469,"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/pages\/3460\/revisions\/3469"}],"up":[{"embeddable":true,"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/pages\/3792"}],"wp:attachment":[{"href":"https:\/\/acerosymallas.com\/nueva\/wp-json\/wp\/v2\/media?parent=3460"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}