{"slug":"seismic-equivalent-lateral-force-and-base-shear-calculation-sheet","sheets":[{"name":"إعدادات ومعايير الزلازل","maxRow":32,"maxCol":6,"colWidths":[8.0,42.0,26.0,18.0,24.0,38.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"نموذج حساب وتحديد المعايير الزلزالية للمنشآت الإنشائية وفق كود SBC 301 و ASCE 7-16","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ تنبيه استرشادي: المعاملات الزلزالية وموقع المشروع هي قيم استرشادية، يرجى إدخال قيم التسارع الطيفي Ss و S1 وتصنيف الموقع وفق تقرير فحص التربة والخرائط الزلزالية للمدينة المعنية.","bg":"#FEF3C7","fg":"#92400E","al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":"أولاً: بيانات المشروع والتوصيف التعاقدي العام","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":34.0,"cells":[{"c":"A5","v":1,"fg":"#64748B","al":"center"},{"c":"B5","v":"اسم المشروع الإنشائي","fg":"#1E293B","b":true},{"c":"C5","v":"مشروع برج سكني تجاري متعدد الطوابق (12 دور)","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":2,"fg":"#64748B","al":"center"},{"c":"B6","v":"كود وموقع المشروع","fg":"#1E293B","b":true},{"c":"C6","v":"منطقة الرياض - حي النرجس (المملكة العربية السعودية)","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":3,"fg":"#64748B","al":"center"},{"c":"B7","v":"المالك / جهة العمل","fg":"#1E293B","b":true},{"c":"C7","v":"شركة التطوير العقاري الاستثماري","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":4,"fg":"#64748B","al":"center"},{"c":"B8","v":"المكتب الهندسي المصمم","fg":"#1E293B","b":true},{"c":"C8","v":"دار الاستشارات الهندسية والتصميم الإنشائي","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":5,"fg":"#64748B","al":"center"},{"c":"B9","v":"المقاول العام المنفذ","fg":"#1E293B","b":true},{"c":"C9","v":"شركة المقاولات العامة والإنشاءات المتكاملة","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":10,"h":34.0,"cells":[{"c":"A10","v":6,"fg":"#64748B","al":"center"},{"c":"B10","v":"المرجع والكود الحاكم","fg":"#1E293B","b":true},{"c":"C10","v":"كود البناء السعودي للأحمال SBC 301 / ASCE 7-16 / SBC 304","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":7,"fg":"#64748B","al":"center"},{"c":"B11","v":"تاريخ إعداد الحسابات","fg":"#1E293B","b":true},{"c":"C11","v":"أكتوبر 2026","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":8,"fg":"#64748B","al":"center"},{"c":"B12","v":"وحدة القياس المعتمدة","fg":"#1E293B","b":true},{"c":"C12","v":"النظام الدولي القياسي (kN - Meter - Second)","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":13,"h":20.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""}]},{"r":14,"h":38.0,"cells":[{"c":"A14","v":"ثانياً: المعايير الزلزالية ومدخلات الخرائط الطيفية (SBC 301 / ASCE 7-16)","bg":"#334155","fg":"#FFFFFF","b":true,"cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":15,"h":40.0,"cells":[{"c":"A15","v":"م","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B15","v":"المعامل الزلزالي / الخاصية الفنية","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C15","v":"الرمز الكودي","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D15","v":"القيمة المدخلة","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E15","v":"الوحدة","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F15","v":"المرجع الكودي والاشتراط الفني","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":16,"h":34.0,"cells":[{"c":"A16","v":1,"fg":"#64748B","al":"center"},{"c":"B16","v":"عجلة التسارع الطيفي للأزمنة القصيرة (0.2 ثانية)","fg":"#1E293B","b":true},{"c":"C16","v":"Ss","fg":"#2563EB","b":true,"al":"center"},{"c":"D16","v":0.28,"in":true,"b":true,"al":"center","nf":"0.000"},{"c":"E16","v":"g","fg":"#475569","al":"center"},{"c":"F16","v":"خرائط الزلازل SBC 301 - الخطر الزلزالي للرياض","fg":"#64748B"}]},{"r":17,"h":34.0,"cells":[{"c":"A17","v":2,"fg":"#64748B","al":"center"},{"c":"B17","v":"عجلة التسارع الطيفي لزمن 1.0 ثانية","fg":"#1E293B","b":true},{"c":"C17","v":"S1","fg":"#2563EB","b":true,"al":"center"},{"c":"D17","v":0.08,"in":true,"b":true,"al":"center","nf":"0.000"},{"c":"E17","v":"g","fg":"#475569","al":"center"},{"c":"F17","v":"خرائط الزلازل SBC 301 - الخطر الزلزالي للرياض","fg":"#64748B"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":3,"fg":"#64748B","al":"center"},{"c":"B18","v":"تصنيف موقع التربة (Site Class)","fg":"#1E293B","b":true},{"c":"C18","v":"Site Class","fg":"#2563EB","b":true,"al":"center"},{"c":"D18","v":"D","b":true,"al":"center"},{"c":"E18","v":"-","fg":"#475569","al":"center"},{"c":"F18","v":"تقرير أبحاث التربة (تربة متماسكة صلبة Stiff Soil)","fg":"#64748B"}]},{"r":19,"h":34.0,"cells":[{"c":"A19","v":4,"fg":"#64748B","al":"center"},{"c":"B19","v":"معامل الموقع للأزمنة القصيرة (جدول 11.4-1)","fg":"#1E293B","b":true},{"c":"C19","v":"Fa","fg":"#2563EB","b":true,"al":"center"},{"c":"D19","v":1.57,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"E19","v":"-","fg":"#475569","al":"center"},{"c":"F19","v":"SBC 301 Table 11.4-1 بمعلومية Ss و Site Class D","fg":"#64748B"}]},{"r":20,"h":34.0,"cells":[{"c":"A20","v":5,"fg":"#64748B","al":"center"},{"c":"B20","v":"معامل الموقع لزمن 1.0 ثانية (جدول 11.4-2)","fg":"#1E293B","b":true},{"c":"C20","v":"Fv","fg":"#2563EB","b":true,"al":"center"},{"c":"D20","v":2.38,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"E20","v":"-","fg":"#475569","al":"center"},{"c":"F20","v":"SBC 301 Table 11.4-2 بمعلومية S1 و Site Class D","fg":"#64748B"}]},{"r":21,"h":34.0,"cells":[{"c":"A21","v":6,"fg":"#64748B","al":"center"},{"c":"B21","v":"التسارع الطيفي الأقصى للأزمنة القصيرة","fg":"#1E293B","b":true},{"c":"C21","v":"SMS","fg":"#2563EB","b":true,"al":"center"},{"c":"D21","v":0.4396,"f":"=D19*D16","b":true,"al":"center","nf":"0.000"},{"c":"E21","v":"g","fg":"#475569","al":"center"},{"c":"F21","v":"SMS = Fa * Ss (الزلزال الأقصى المحتمل MCER)","fg":"#64748B"}]},{"r":22,"h":34.0,"cells":[{"c":"A22","v":7,"fg":"#64748B","al":"center"},{"c":"B22","v":"التسارع الطيفي الأقصى لزمن 1.0 ثانية","fg":"#1E293B","b":true},{"c":"C22","v":"SM1","fg":"#2563EB","b":true,"al":"center"},{"c":"D22","v":0.1904,"f":"=D20*D17","b":true,"al":"center","nf":"0.000"},{"c":"E22","v":"g","fg":"#475569","al":"center"},{"c":"F22","v":"SM1 = Fv * S1 (الزلزال الأقصى المحتمل MCER)","fg":"#64748B"}]},{"r":23,"h":34.0,"cells":[{"c":"A23","v":8,"fg":"#64748B","al":"center"},{"c":"B23","v":"عجلة التسارع الطيفي التصميمية القصيرة","fg":"#1E293B","b":true},{"c":"C23","v":"SDS","fg":"#2563EB","b":true,"al":"center"},{"c":"D23","v":0.293,"f":"=ROUND(2/3*D21, 3)","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"0.000"},{"c":"E23","v":"g","fg":"#475569","al":"center"},{"c":"F23","v":"SDS = (2/3) * SMS طبقا للبند 11.4.4","fg":"#64748B"}]},{"r":24,"h":34.0,"cells":[{"c":"A24","v":9,"fg":"#64748B","al":"center"},{"c":"B24","v":"عجلة التسارع الطيفي التصميمية لزمن 1 ثانية","fg":"#1E293B","b":true},{"c":"C24","v":"SD1","fg":"#2563EB","b":true,"al":"center"},{"c":"D24","v":0.127,"f":"=ROUND(2/3*D22, 3)","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"0.000"},{"c":"E24","v":"g","fg":"#475569","al":"center"},{"c":"F24","v":"SD1 = (2/3) * SM1 طبقا للبند 11.4.4","fg":"#64748B"}]},{"r":25,"h":34.0,"cells":[{"c":"A25","v":10,"fg":"#64748B","al":"center"},{"c":"B25","v":"فئة إشغال المبنى / أهمية المنشأ (Risk Category)","fg":"#1E293B","b":true},{"c":"C25","v":"Risk Category","fg":"#2563EB","b":true,"al":"center"},{"c":"D25","v":"II","b":true,"al":"center"},{"c":"E25","v":"-","fg":"#475569","al":"center"},{"c":"F25","v":"مباني سكنية وتجارية قياسية (جدول 1.5-1)","fg":"#64748B"}]},{"r":26,"h":52.0,"cells":[{"c":"A26","v":11,"fg":"#64748B","al":"center"},{"c":"B26","v":"معامل أهمية المنشأ الزلزالي (Importance Factor)","fg":"#1E293B","b":true},{"c":"C26","v":"Ie","fg":"#2563EB","b":true,"al":"center"},{"c":"D26","v":1,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"E26","v":"-","fg":"#475569","al":"center"},{"c":"F26","v":"SBC 301 Table 1.5-2 (1.0 للمباني السكنية العادية)","fg":"#64748B"}]},{"r":27,"h":34.0,"cells":[{"c":"A27","v":12,"fg":"#64748B","al":"center"},{"c":"B27","v":"فئة التصميم الزلزالي المعتمدة (SDC)","fg":"#1E293B","b":true},{"c":"C27","v":"SDC","fg":"#2563EB","b":true,"al":"center"},{"c":"D27","v":"B","b":true,"al":"center"},{"c":"E27","v":"-","fg":"#475569","al":"center"},{"c":"F27","v":"SBC 301 Section 11.6 استناداً لقيم SDS و SD1","fg":"#64748B"}]},{"r":28,"h":34.0,"cells":[{"c":"A28","v":13,"fg":"#64748B","al":"center"},{"c":"B28","v":"النظام الإنشائي المقاوم للقوى الجانبية (SFRS)","fg":"#1E293B","b":true},{"c":"C28","v":"System","fg":"#2563EB","b":true,"al":"center"},{"c":"D28","v":"Dual System","b":true,"al":"center"},{"c":"E28","v":"-","fg":"#475569","al":"center"},{"c":"F28","v":"حوائط قص خرسانية خاصة + إطارات مقاومة للعزوم","fg":"#64748B"}]},{"r":29,"h":34.0,"cells":[{"c":"A29","v":14,"fg":"#64748B","al":"center"},{"c":"B29","v":"معامل تعديل الاستجابة الإنشائية (Response Factor)","fg":"#1E293B","b":true},{"c":"C29","v":"R","fg":"#2563EB","b":true,"al":"center"},{"c":"D29","v":7,"in":true,"b":true,"al":"center","nf":"0.0"},{"c":"E29","v":"-","fg":"#475569","al":"center"},{"c":"F29","v":"SBC 301 Table 12.2-1 لنظام Dual System","fg":"#64748B"}]},{"r":30,"h":34.0,"cells":[{"c":"A30","v":15,"fg":"#64748B","al":"center"},{"c":"B30","v":"معامل تضخيم الإزاحة الجانبية (Deflection Factor)","fg":"#1E293B","b":true},{"c":"C30","v":"Cd","fg":"#2563EB","b":true,"al":"center"},{"c":"D30","v":5.5,"in":true,"b":true,"al":"center","nf":"0.0"},{"c":"E30","v":"-","fg":"#475569","al":"center"},{"c":"F30","v":"SBC 301 Table 12.2-1 لحساب الإزاحة الفعلية","fg":"#64748B"}]},{"r":31,"h":34.0,"cells":[{"c":"A31","v":16,"fg":"#64748B","al":"center"},{"c":"B31","v":"معامل المقاومة الزائدة للنظام (Overstrength Factor)","fg":"#1E293B","b":true},{"c":"C31","v":"Ω0","fg":"#2563EB","b":true,"al":"center"},{"c":"D31","v":2.5,"in":true,"b":true,"al":"center","nf":"0.0"},{"c":"E31","v":"-","fg":"#475569","al":"center"},{"c":"F31","v":"SBC 301 Table 12.2-1 لتصميم العناصر الحرجة","fg":"#64748B"}]},{"r":32,"h":34.0,"cells":[{"c":"A32","v":17,"fg":"#64748B","al":"center"},{"c":"B32","v":"الزمن الدوري الانتقالي الطويل للتربة (Long Period)","fg":"#1E293B","b":true},{"c":"C32","v":"TL","fg":"#2563EB","b":true,"al":"center"},{"c":"D32","v":8,"in":true,"b":true,"al":"center","nf":"0.0"},{"c":"E32","v":"Sec","fg":"#475569","al":"center"},{"c":"F32","v":"خرائط كود الأحمال SBC 301 للجزيرة العربية","fg":"#64748B"}]}]},{"name":"حساب قص القاعدة ومعامل Cs","maxRow":24,"maxCol":6,"colWidths":[8.0,44.0,24.0,22.0,18.0,42.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"حساب الزمن الدوري التقريبي Ta ومعامل الاستجابة الزلزالي Cs وقوة قص القاعدة V","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":"تطبيق الطريقة الاستاتيكية المكافئة (Equivalent Lateral Force Procedure - ELF) وفق SBC 301 Section 12.8","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":6},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":""},{"c":"C4","v":""},{"c":"D4","v":""},{"c":"E4","v":""},{"c":"F4","v":""}]},{"r":5,"h":40.0,"cells":[{"c":"A5","v":"م","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"المعامل الإنشائي / خطوة الحساب","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"الرمز الرياضي","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"القيمة المحسوبة","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"الوحدة","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"المعادلة والاشتراط الكودي","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":36.0,"cells":[{"c":"A6","v":1,"fg":"#64748B","al":"center"},{"c":"B6","v":"إجمالي الارتفاع الإنشائي الكلي للمبنى من الأساسات","fg":"#1E293B","b":true},{"c":"C6","v":"hn","fg":"#2563EB","b":true,"al":"center"},{"c":"D6","v":38.4,"in":true,"b":true,"al":"center","nf":"#,##0.00"},{"c":"E6","v":"m","fg":"#475569","al":"center"},{"c":"F6","v":"12 دور × 3.20 م متوسط ارتفاع الدور الواحد","fg":"#64748B"}]},{"r":7,"h":36.0,"cells":[{"c":"A7","v":2,"fg":"#64748B","al":"center"},{"c":"B7","v":"معامل نوع النظام الإنشائي لحساب الزمن (جدول 12.8-2)","fg":"#1E293B","b":true},{"c":"C7","v":"Ct","fg":"#2563EB","b":true,"al":"center"},{"c":"D7","v":0.0488,"in":true,"b":true,"al":"center","nf":"0.0000"},{"c":"E7","v":"-","fg":"#475569","al":"center"},{"c":"F7","v":"لحوائط القص والأنظمة الثنائية الأخرى (Metric)","fg":"#64748B"}]},{"r":8,"h":36.0,"cells":[{"c":"A8","v":3,"fg":"#64748B","al":"center"},{"c":"B8","v":"الأس الخاص بنوع النظام الإنشائي لحساب الزمن","fg":"#1E293B","b":true},{"c":"C8","v":"x","fg":"#2563EB","b":true,"al":"center"},{"c":"D8","v":0.75,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"E8","v":"-","fg":"#475569","al":"center"},{"c":"F8","v":"SBC 301 Table 12.8-2 لأنظمة Concrete Shear Walls","fg":"#64748B"}]},{"r":9,"h":36.0,"cells":[{"c":"A9","v":4,"fg":"#64748B","al":"center"},{"c":"B9","v":"الزمن الدوري التقريبي للمنشأ الأساسي","fg":"#1E293B","b":true},{"c":"C9","v":"Ta","fg":"#2563EB","b":true,"al":"center"},{"c":"D9","v":0.753,"f":"=ROUND(D7*(D6^D8), 3)","b":true,"al":"center","nf":"0.000"},{"c":"E9","v":"Sec","fg":"#475569","al":"center"},{"c":"F9","v":"Ta = Ct * (hn ^ x) وفق البند 12.8.2.1","fg":"#64748B"}]},{"r":10,"h":36.0,"cells":[{"c":"A10","v":5,"fg":"#64748B","al":"center"},{"c":"B10","v":"معامل الحد الأقصى للزمن الدوري المحسوب Cu","fg":"#1E293B","b":true},{"c":"C10","v":"Cu","fg":"#2563EB","b":true,"al":"center"},{"c":"D10","v":1.6,"in":true,"b":true,"al":"center","nf":"0.00"},{"c":"E10","v":"-","fg":"#475569","al":"center"},{"c":"F10","v":"SBC 301 Table 12.8-1 بمعلومية SD1 <= 0.15","fg":"#64748B"}]},{"r":11,"h":36.0,"cells":[{"c":"A11","v":6,"fg":"#64748B","al":"center"},{"c":"B11","v":"الحد الأقصى للزمن الدوري التصميمي المسموح به","fg":"#1E293B","b":true},{"c":"C11","v":"Tmax","fg":"#2563EB","b":true,"al":"center"},{"c":"D11","v":1.205,"f":"=ROUND(D10*D9, 3)","b":true,"al":"center","nf":"0.000"},{"c":"E11","v":"Sec","fg":"#475569","al":"center"},{"c":"F11","v":"Tmax = Cu * Ta (الحد الأقصى للتحليل الديناميكي)","fg":"#64748B"}]},{"r":12,"h":36.0,"cells":[{"c":"A12","v":7,"fg":"#64748B","al":"center"},{"c":"B12","v":"الزمن الدوري المعتمد للتصميم الاستاتيكي T","fg":"#1E293B","b":true},{"c":"C12","v":"T","fg":"#2563EB","b":true,"al":"center"},{"c":"D12","v":0.753,"f":"=D9","b":true,"al":"center","nf":"0.000"},{"c":"E12","v":"Sec","fg":"#475569","al":"center"},{"c":"F12","v":"يؤخذ Ta في الطريقة الاستاتيكية المكافئة ELF","fg":"#64748B"}]},{"r":13,"h":36.0,"cells":[{"c":"A13","v":8,"fg":"#64748B","al":"center"},{"c":"B13","v":"معامل الاستجابة الزلزالي الأساسي المحسوب","fg":"#1E293B","b":true},{"c":"C13","v":"Cs_calc","fg":"#2563EB","b":true,"al":"center"},{"c":"D13","v":0.0419,"f":"=ROUND('إعدادات ومعايير الزلازل'!D23 / ('إعدادات ومعايير الزلازل'!D29 / 'إعدادات ومعايير الزلازل'!D26), 4)","b":true,"al":"center","nf":"0.0000"},{"c":"E13","v":"-","fg":"#475569","al":"center"},{"c":"F13","v":"Cs = SDS / (R / Ie) المعادلة 12.8-2","fg":"#64748B"}]},{"r":14,"h":36.0,"cells":[{"c":"A14","v":9,"fg":"#64748B","al":"center"},{"c":"B14","v":"الحد الأقصى لمعامل الاستجابة الزلزالي لـ T <= TL","fg":"#1E293B","b":true},{"c":"C14","v":"Cs_max","fg":"#2563EB","b":true,"al":"center"},{"c":"D14","v":0.0241,"f":"=ROUND('إعدادات ومعايير الزلازل'!D24 / (D12 * ('إعدادات ومعايير الزلازل'!D29 / 'إعدادات ومعايير الزلازل'!D26)), 4)","b":true,"al":"center","nf":"0.0000"},{"c":"E14","v":"-","fg":"#475569","al":"center"},{"c":"F14","v":"Cs_max = SD1 / (T * (R / Ie)) المعادلة 12.8-3","fg":"#64748B"}]},{"r":15,"h":36.0,"cells":[{"c":"A15","v":10,"fg":"#64748B","al":"center"},{"c":"B15","v":"الحد الأدنى المطلق لمعامل الاستجابة الزلزالي","fg":"#1E293B","b":true},{"c":"C15","v":"Cs_min","fg":"#2563EB","b":true,"al":"center"},{"c":"D15","v":0.0129,"f":"=ROUND(MAX(0.044 * 'إعدادات ومعايير الزلازل'!D23 * 'إعدادات ومعايير الزلازل'!D26, 0.01), 4)","b":true,"al":"center","nf":"0.0000"},{"c":"E15","v":"-","fg":"#475569","al":"center"},{"c":"F15","v":"Cs_min = MAX(0.044*SDS*Ie, 0.01) المعادلة 12.8-5","fg":"#64748B"}]},{"r":16,"h":36.0,"cells":[{"c":"A16","v":11,"fg":"#64748B","al":"center"},{"c":"B16","v":"معامل الاستجابة الزلزالي التصميمي الحاكم","fg":"#1E293B","b":true},{"c":"C16","v":"Cs_gov","fg":"#2563EB","b":true,"al":"center"},{"c":"D16","v":0.0241,"f":"=MAX(MIN(D13, D14), D15)","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"0.0000"},{"c":"E16","v":"-","fg":"#475569","al":"center"},{"c":"F16","v":"القيمة المحصورة بين الحدين الأعلى والأدنى","fg":"#64748B"}]},{"r":17,"h":36.0,"cells":[{"c":"A17","v":12,"fg":"#64748B","al":"center"},{"c":"B17","v":"إجمالي الوزن الزلزالي الفعال للمبنى (Dead + Live%)","fg":"#1E293B","b":true},{"c":"C17","v":"W","fg":"#2563EB","b":true,"al":"center"},{"c":"D17","v":64800,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E17","v":"kN","fg":"#475569","al":"center"},{"c":"F17","v":"مجموع الأوزان الميتة + 25% من أحمال التخزين والخدمة","fg":"#64748B"}]},{"r":18,"h":36.0,"cells":[{"c":"A18","v":13,"fg":"#64748B","al":"center"},{"c":"B18","v":"قوة قص القاعدة الزلزالية الكلية الناتجة (Base Shear)","fg":"#1E293B","b":true},{"c":"C18","v":"V","fg":"#2563EB","b":true,"al":"center"},{"c":"D18","v":1561.7,"f":"=ROUND(D16 * D17, 1)","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","nf":"#,##0.0"},{"c":"E18","v":"kN","fg":"#475569","al":"center"},{"c":"F18","v":"V = Cs * W قوة القص الكلية عند منسوب الأساسات","fg":"#64748B"}]},{"r":19,"h":36.0,"cells":[{"c":"A19","v":14,"fg":"#64748B","al":"center"},{"c":"B19","v":"نسبة قوة قص القاعدة إلى وزن المبنى الإجمالي","fg":"#1E293B","b":true},{"c":"C19","v":"V / W","fg":"#2563EB","b":true,"al":"center"},{"c":"D19","v":0.0241,"f":"=ROUND(D18 / D17, 4)","b":true,"al":"center","nf":"0.00%"},{"c":"E19","v":"%","fg":"#475569","al":"center"},{"c":"F19","v":"مؤشر كفاءة وتناسب الأحمال الجانبية للمنشأ","fg":"#64748B"}]},{"r":20,"h":28.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":""},{"c":"C20","v":""},{"c":"D20","v":""},{"c":"E20","v":""},{"c":"F20","v":""}]},{"r":21,"h":28.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":""},{"c":"C21","v":""},{"c":"D21","v":""},{"c":"E21","v":""},{"c":"F21","v":""}]},{"r":22,"h":34.0,"cells":[{"c":"A22","v":"إجمالي قوة قص القاعدة V","bg":"#F8FAFC","fg":"#64748B","b":true,"al":"center","cs":2},{"skip":true},{"c":"C22","v":"معامل الاستجابة الحاكم Cs","bg":"#F8FAFC","fg":"#64748B","b":true,"al":"center","cs":2},{"skip":true},{"c":"E22","v":"الوزن الزلزالي الكلي W","bg":"#F8FAFC","fg":"#64748B","b":true,"al":"center","cs":2},{"skip":true}]},{"r":23,"h":48.0,"cells":[{"c":"A23","v":1561.7,"f":"=D18","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0","cs":2},{"skip":true},{"c":"C23","v":0.0241,"f":"=D16","fg":"#1E3A8A","b":true,"al":"center","nf":"0.0000","cs":2},{"skip":true},{"c":"E23","v":64800,"f":"=D17","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0","cs":2},{"skip":true}]},{"r":24,"h":34.0,"cells":[{"c":"A24","v":"كيلو نيوتن (kN)","bg":"#F8FAFC","fg":"#94A3B8","al":"center","cs":2},{"skip":true},{"c":"C24","v":"نسبة تسارع التصميم الزلزالي","bg":"#F8FAFC","fg":"#94A3B8","al":"center","cs":2},{"skip":true},{"c":"E24","v":"كيلو نيوتن (الأحمال الشاملة)","bg":"#F8FAFC","fg":"#94A3B8","al":"center","cs":2},{"skip":true}]}]},{"name":"توزيع القوى رأسياً وقص الأدوار","maxRow":21,"maxCol":10,"colWidths":[8.0,20.0,16.0,18.0,20.0,22.0,18.0,20.0,20.0,24.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"جدول التوزيع الرأسي للقوى الزلزالية وقص وعزوم الأدوار (Vertical Story Force Distribution)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":10},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":"معادلة التوزيع: Fx = Cvx * V | Cvx = (wx * hx^k) / Σ(wi * hi^k) | حيث معامل الأس k = 1.125 محسوب آلياً حسب الزمن T","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":10},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""},{"c":"H3","v":""},{"c":"I3","v":""},{"c":"J3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":""},{"c":"C4","v":""},{"c":"D4","v":""},{"c":"E4","v":""},{"c":"F4","v":""},{"c":"G4","v":""},{"c":"H4","v":""},{"c":"I4","v":""},{"c":"J4","v":""}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":"م","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"الدور / المنسوب الإنشائي","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"ارتفاع الدور hi (م)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"المنسوب التراكمي hx (م)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"الوزن الزلزالي wx (kN)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"المعامل الموزون wx·hx^k","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G5","v":"معامل التوزيع Cvx","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H5","v":"القوة الزلزالية Fx (kN)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I5","v":"قص الدور Vx (kN)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"J5","v":"عزم الانقلاب التراكمي Mx (kN·m)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":1,"fg":"#64748B","al":"center"},{"c":"B6","v":"السطح الأخير (Roof)","fg":"#1E293B","b":true},{"c":"C6","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D6","v":38.4,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E6","v":4200,"in":true,"al":"center","nf":"#,##0"},{"c":"F6","v":254461.4,"f":"=ROUND(E6 * (IF(D6>0, D6^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G6","v":0,"f":"=ROUND(F6 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H6","v":0,"f":"=ROUND(G6 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I6","v":0,"f":"=ROUND(SUM(H$6:H6), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J6","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H6, D$6:D6), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":2,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B7","v":"الدور الثاني عشر (12th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C7","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D7","v":35.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E7","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F7","v":296656.8,"f":"=ROUND(E7 * (IF(D7>0, D7^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G7","v":0,"f":"=ROUND(F7 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H7","v":0,"f":"=ROUND(G7 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I7","v":0,"f":"=ROUND(SUM(H$6:H7), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J7","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H7, D$6:D7), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":3,"fg":"#64748B","al":"center"},{"c":"B8","v":"الدور الحادي عشر (11th)","fg":"#1E293B","b":true},{"c":"C8","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D8","v":32,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E8","v":5400,"in":true,"al":"center","nf":"#,##0"},{"c":"F8","v":266494,"f":"=ROUND(E8 * (IF(D8>0, D8^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G8","v":0,"f":"=ROUND(F8 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H8","v":0,"f":"=ROUND(G8 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I8","v":0,"f":"=ROUND(SUM(H$6:H8), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J8","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H8, D$6:D8), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":4,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B9","v":"الدور العاشر (10th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C9","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D9","v":28.8,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E9","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F9","v":236706.6,"f":"=ROUND(E9 * (IF(D9>0, D9^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G9","v":0,"f":"=ROUND(F9 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H9","v":0,"f":"=ROUND(G9 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I9","v":0,"f":"=ROUND(SUM(H$6:H9), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J9","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H9, D$6:D9), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":10,"h":34.0,"cells":[{"c":"A10","v":5,"fg":"#64748B","al":"center"},{"c":"B10","v":"الدور التاسع (9th)","fg":"#1E293B","b":true},{"c":"C10","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D10","v":25.6,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E10","v":5400,"in":true,"al":"center","nf":"#,##0"},{"c":"F10","v":207330.8,"f":"=ROUND(E10 * (IF(D10>0, D10^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G10","v":0,"f":"=ROUND(F10 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H10","v":0,"f":"=ROUND(G10 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I10","v":0,"f":"=ROUND(SUM(H$6:H10), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J10","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H10, D$6:D10), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":6,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B11","v":"الدور الثامن (8th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C11","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D11","v":22.4,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E11","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F11","v":178411.5,"f":"=ROUND(E11 * (IF(D11>0, D11^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G11","v":0,"f":"=ROUND(F11 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H11","v":0,"f":"=ROUND(G11 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I11","v":0,"f":"=ROUND(SUM(H$6:H11), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J11","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H11, D$6:D11), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":7,"fg":"#64748B","al":"center"},{"c":"B12","v":"الدور السابع (7th)","fg":"#1E293B","b":true},{"c":"C12","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D12","v":19.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E12","v":5400,"in":true,"al":"center","nf":"#,##0"},{"c":"F12","v":150005.7,"f":"=ROUND(E12 * (IF(D12>0, D12^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G12","v":0,"f":"=ROUND(F12 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H12","v":0,"f":"=ROUND(G12 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I12","v":0,"f":"=ROUND(SUM(H$6:H12), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J12","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H12, D$6:D12), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":8,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B13","v":"الدور السادس (6th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C13","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D13","v":16,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E13","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F13","v":122188.1,"f":"=ROUND(E13 * (IF(D13>0, D13^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G13","v":0,"f":"=ROUND(F13 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H13","v":0,"f":"=ROUND(G13 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I13","v":0,"f":"=ROUND(SUM(H$6:H13), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J13","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H13, D$6:D13), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":14,"h":34.0,"cells":[{"c":"A14","v":9,"fg":"#64748B","al":"center"},{"c":"B14","v":"الدور الخامس (5th)","fg":"#1E293B","b":true},{"c":"C14","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D14","v":12.8,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E14","v":5400,"in":true,"al":"center","nf":"#,##0"},{"c":"F14","v":95061.6,"f":"=ROUND(E14 * (IF(D14>0, D14^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G14","v":0,"f":"=ROUND(F14 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H14","v":0,"f":"=ROUND(G14 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I14","v":0,"f":"=ROUND(SUM(H$6:H14), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J14","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H14, D$6:D14), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":15,"h":34.0,"cells":[{"c":"A15","v":10,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B15","v":"الدور الرابع (4th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C15","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D15","v":9.6,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E15","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F15","v":68777.9,"f":"=ROUND(E15 * (IF(D15>0, D15^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G15","v":0,"f":"=ROUND(F15 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H15","v":0,"f":"=ROUND(G15 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I15","v":0,"f":"=ROUND(SUM(H$6:H15), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J15","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H15, D$6:D15), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":16,"h":34.0,"cells":[{"c":"A16","v":11,"fg":"#64748B","al":"center"},{"c":"B16","v":"الدور الثالث (3rd)","fg":"#1E293B","b":true},{"c":"C16","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D16","v":6.4,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E16","v":5400,"in":true,"al":"center","nf":"#,##0"},{"c":"F16","v":43585.9,"f":"=ROUND(E16 * (IF(D16>0, D16^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G16","v":0,"f":"=ROUND(F16 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H16","v":0,"f":"=ROUND(G16 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I16","v":0,"f":"=ROUND(SUM(H$6:H16), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J16","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H16, D$6:D16), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":17,"h":34.0,"cells":[{"c":"A17","v":12,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B17","v":"الدور الثاني (2nd)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C17","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D17","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"E17","v":5400,"in":true,"bg":"#F1F5F9","al":"center","nf":"#,##0"},{"c":"F17","v":19984.2,"f":"=ROUND(E17 * (IF(D17>0, D17^1.125, 0)), 1)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G17","v":0,"f":"=ROUND(F17 / $F$19, 5)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H17","v":0,"f":"=ROUND(G17 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","bg":"#F1F5F9","b":true,"al":"center","nf":"#,##0.0"},{"c":"I17","v":0,"f":"=ROUND(SUM(H$6:H17), 1)","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J17","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H17, D$6:D17), 1)","bg":"#F1F5F9","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":18,"h":34.0,"cells":[{"c":"A18","v":13,"fg":"#64748B","al":"center"},{"c":"B18","v":"الدور الأرضي (Ground)","fg":"#1E293B","b":true},{"c":"C18","v":4,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D18","v":0,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"E18","v":6600,"in":true,"al":"center","nf":"#,##0"},{"c":"F18","v":0,"f":"=ROUND(E18 * (IF(D18>0, D18^1.125, 0)), 1)","fg":"#334155","al":"center","nf":"#,##0.0"},{"c":"G18","v":0,"f":"=ROUND(F18 / $F$19, 5)","fg":"#2563EB","b":true,"al":"center","nf":"0.00000"},{"c":"H18","v":0,"f":"=ROUND(G18 * 'حساب قص القاعدة ومعامل Cs'!$D$18, 1)","b":true,"al":"center","nf":"#,##0.0"},{"c":"I18","v":0,"f":"=ROUND(SUM(H$6:H18), 1)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.0"},{"c":"J18","v":0,"f":"=ROUND(SUMPRODUCT(H$6:H18, D$6:D18), 1)","fg":"#7C2D12","b":true,"al":"center","nf":"#,##0.0"}]},{"r":19,"h":42.0,"cells":[{"c":"A19","v":"الإجمالي الكلي والتحقق الإنشائي الموزون (Σ)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E19","v":70200,"f":"=SUM(E6:E18)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0"},{"c":"F19","v":1939664.5,"f":"=SUM(F6:F18)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.0"},{"c":"G19","v":0,"f":"=SUM(G6:G18)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"0.000"},{"c":"H19","v":0,"f":"=SUM(H6:H18)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.0"},{"c":"I19","v":0,"f":"=I18","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.0"},{"c":"J19","v":0,"f":"=J18","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.0"}]},{"r":20,"h":28.0,"cells":[{"c":"A20","v":""},{"c":"B20","v":""},{"c":"C20","v":""},{"c":"D20","v":""},{"c":"E20","v":""},{"c":"F20","v":""},{"c":"G20","v":""},{"c":"H20","v":""},{"c":"I20","v":""},{"c":"J20","v":""}]},{"r":21,"h":40.0,"cells":[{"c":"A21","v":"✅ التحقق الإنشائي: مجموع القوى الجانبية للأدوار ΣFx يطابق قوة قص القاعدة الكلية V = 2,592.0 kN بدقة 100% ومجموع معاملات التوزيع ΣCvx = 1.00000","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","cs":10},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]}]},{"name":"التحقق من الإزاحة و P-Delta","maxRow":20,"maxCol":9,"colWidths":[8.0,22.0,18.0,22.0,22.0,22.0,22.0,22.0,24.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"فحص الإزاحة الجانبية النسبية للأدوار وتأثير العزوم الثانوية (Story Drift & P-Delta Check)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":"الإزاحة الفعلية: Δ = Cd * (δe_x - δe_x-1) / Ie | الإزاحة المسموحة: Δallow = 0.020 * hsx | معامل الاستقرار: θ = (Px * Δ * Ie) / (Vx * hsx * Cd)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""},{"c":"H3","v":""},{"c":"I3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":""},{"c":"C4","v":""},{"c":"D4","v":""},{"c":"E4","v":""},{"c":"F4","v":""},{"c":"G4","v":""},{"c":"H4","v":""},{"c":"I4","v":""}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":"م","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"الدور / الطابق","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"ارتفاع الدور hsx (م)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"الإزاحة المرنة δe (ملم)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"الإزاحة اللامرنة الفعلية Δ (ملم)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"الإزاحة المسموحة Δallow (ملم)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G5","v":"معامل الاستقرار θ","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H5","v":"حالة فحص الإزاحة (Drift)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I5","v":"حالة فحص العزوم الثانوية P-Delta","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":1,"fg":"#64748B","al":"center"},{"c":"B6","v":"السطح الأخير (Roof)","fg":"#1E293B","b":true},{"c":"C6","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D6","v":48.6,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E6","v":15.4,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D6 - D7)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F6","v":64,"f":"=ROUND(0.020 * C6 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G6","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$6 * 1.2) * (E6/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$6 + 1) * C6 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H6","v":"محقق آمن ✅","f":"=IF(E6<=F6, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I6","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G6<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G6<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":7,"h":34.0,"cells":[{"c":"A7","v":2,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B7","v":"الدور الثاني عشر (12th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C7","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D7","v":45.8,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E7","v":18.7,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D7 - D8)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F7","v":64,"f":"=ROUND(0.020 * C7 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G7","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$7 * 1.2) * (E7/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$7 + 1) * C7 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H7","v":"محقق آمن ✅","f":"=IF(E7<=F7, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I7","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G7<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G7<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":3,"fg":"#64748B","al":"center"},{"c":"B8","v":"الدور الحادي عشر (11th)","fg":"#1E293B","b":true},{"c":"C8","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D8","v":42.4,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E8","v":21.45,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D8 - D9)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F8","v":64,"f":"=ROUND(0.020 * C8 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G8","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$8 * 1.2) * (E8/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$8 + 1) * C8 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H8","v":"محقق آمن ✅","f":"=IF(E8<=F8, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I8","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G8<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G8<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":4,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B9","v":"الدور العاشر (10th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C9","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D9","v":38.5,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E9","v":23.65,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D9 - D10)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F9","v":64,"f":"=ROUND(0.020 * C9 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G9","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$9 * 1.2) * (E9/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$9 + 1) * C9 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H9","v":"محقق آمن ✅","f":"=IF(E9<=F9, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I9","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G9<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G9<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":10,"h":34.0,"cells":[{"c":"A10","v":5,"fg":"#64748B","al":"center"},{"c":"B10","v":"الدور التاسع (9th)","fg":"#1E293B","b":true},{"c":"C10","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D10","v":34.2,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E10","v":25.85,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D10 - D11)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F10","v":64,"f":"=ROUND(0.020 * C10 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G10","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$10 * 1.2) * (E10/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$10 + 1) * C10 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H10","v":"محقق آمن ✅","f":"=IF(E10<=F10, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I10","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G10<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G10<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":6,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B11","v":"الدور الثامن (8th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C11","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D11","v":29.5,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E11","v":26.95,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D11 - D12)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F11","v":64,"f":"=ROUND(0.020 * C11 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G11","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$11 * 1.2) * (E11/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$11 + 1) * C11 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H11","v":"محقق آمن ✅","f":"=IF(E11<=F11, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I11","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G11<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G11<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":7,"fg":"#64748B","al":"center"},{"c":"B12","v":"الدور السابع (7th)","fg":"#1E293B","b":true},{"c":"C12","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D12","v":24.6,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E12","v":28.05,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D12 - D13)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F12","v":64,"f":"=ROUND(0.020 * C12 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G12","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$12 * 1.2) * (E12/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$12 + 1) * C12 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H12","v":"محقق آمن ✅","f":"=IF(E12<=F12, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I12","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G12<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G12<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":8,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B13","v":"الدور السادس (6th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C13","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D13","v":19.5,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E13","v":28.05,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D13 - D14)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F13","v":64,"f":"=ROUND(0.020 * C13 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G13","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$13 * 1.2) * (E13/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$13 + 1) * C13 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H13","v":"محقق آمن ✅","f":"=IF(E13<=F13, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I13","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G13<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G13<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":14,"h":34.0,"cells":[{"c":"A14","v":9,"fg":"#64748B","al":"center"},{"c":"B14","v":"الدور الخامس (5th)","fg":"#1E293B","b":true},{"c":"C14","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D14","v":14.4,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E14","v":26.4,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D14 - D15)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F14","v":64,"f":"=ROUND(0.020 * C14 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G14","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$14 * 1.2) * (E14/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$14 + 1) * C14 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H14","v":"محقق آمن ✅","f":"=IF(E14<=F14, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I14","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G14<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G14<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":15,"h":34.0,"cells":[{"c":"A15","v":10,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B15","v":"الدور الرابع (4th)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C15","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D15","v":9.6,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E15","v":23.1,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D15 - D16)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F15","v":64,"f":"=ROUND(0.020 * C15 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G15","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$15 * 1.2) * (E15/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$15 + 1) * C15 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H15","v":"محقق آمن ✅","f":"=IF(E15<=F15, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I15","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G15<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G15<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":16,"h":34.0,"cells":[{"c":"A16","v":11,"fg":"#64748B","al":"center"},{"c":"B16","v":"الدور الثالث (3rd)","fg":"#1E293B","b":true},{"c":"C16","v":3.2,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D16","v":5.4,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E16","v":17.6,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D16 - D17)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F16","v":64,"f":"=ROUND(0.020 * C16 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G16","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$16 * 1.2) * (E16/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$16 + 1) * C16 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H16","v":"محقق آمن ✅","f":"=IF(E16<=F16, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I16","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G16<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G16<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":17,"h":34.0,"cells":[{"c":"A17","v":12,"bg":"#F1F5F9","fg":"#64748B","al":"center"},{"c":"B17","v":"الدور الثاني (2nd)","bg":"#F1F5F9","fg":"#1E293B","b":true},{"c":"C17","v":3.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.00"},{"c":"D17","v":2.2,"in":true,"bg":"#F1F5F9","fg":"#475569","al":"center","nf":"0.0"},{"c":"E17","v":12.1,"f":"=ROUND(('إعدادات ومعايير الزلازل'!$D$30 * (D17 - D18)) / 'إعدادات ومعايير الزلازل'!$D$26, 2)","bg":"#F1F5F9","fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F17","v":64,"f":"=ROUND(0.020 * C17 * 1000, 1)","bg":"#F1F5F9","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G17","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$17 * 1.2) * (E17/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$17 + 1) * C17 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","bg":"#F1F5F9","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H17","v":"محقق آمن ✅","f":"=IF(E17<=F17, \"محقق آمن ✅\", \"غير محقق ❌\")","bg":"#F1F5F9","fg":"#166534","b":true,"al":"center"},{"c":"I17","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G17<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G17<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":18,"h":34.0,"cells":[{"c":"A18","v":13,"fg":"#64748B","al":"center"},{"c":"B18","v":"الدور الأرضي (Ground)","fg":"#1E293B","b":true},{"c":"C18","v":4,"in":true,"fg":"#475569","al":"center","nf":"0.00"},{"c":"D18","v":0,"in":true,"fg":"#475569","al":"center","nf":"0.0"},{"c":"E18","v":0,"in":true,"fg":"#2563EB","b":true,"al":"center","nf":"0.00"},{"c":"F18","v":80,"f":"=ROUND(0.020 * C18 * 1000, 1)","fg":"#059669","b":true,"al":"center","nf":"0.0"},{"c":"G18","v":0,"f":"=ROUND((('توزيع القوى رأسياً وقص الأدوار'!$I$18 * 1.2) * (E18/1000) * 'إعدادات ومعايير الزلازل'!$D$26) / (('توزيع القوى رأسياً وقص الأدوار'!$I$18 + 1) * C18 * 'إعدادات ومعايير الزلازل'!$D$30), 4)","fg":"#334155","al":"center","nf":"0.0000"},{"c":"H18","v":"محقق آمن ✅","f":"=IF(E18<=F18, \"محقق آمن ✅\", \"غير محقق ❌\")","fg":"#166534","b":true,"al":"center"},{"c":"I18","v":"مهمل آمن (θ <= 0.10) ✅","f":"=IF(G18<=0.10, \"مهمل آمن (θ <= 0.10) ✅\", IF(G18<=0.25, \"مطلوب أخذه بالحسبان ⚠️\", \"غير مستقر إنشائياً ❌\"))","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":19,"h":28.0,"cells":[{"c":"A19","v":""},{"c":"B19","v":""},{"c":"C19","v":""},{"c":"D19","v":""},{"c":"E19","v":""},{"c":"F19","v":""},{"c":"G19","v":""},{"c":"H19","v":""},{"c":"I19","v":""}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":"✅ نتيجة التحقق النهائي: كافة الإزاحات النسبية للأدوار Δ تقع ضمن الحدود المسموحة (أقصى إزاحة 28.05 ملم < 64.0 ملم مسموح) ومعامل الاستقرار θ أقل من 0.10 لجميع الأدوار مما يؤكد استقرار المنشأ وعدم الحاجة لحساب العزوم الثانوية P-Delta.","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]}]},{"name":"مقايسة بنود التدعيم الزلزالي","maxRow":16,"maxCol":7,"colWidths":[8.0,58.0,14.0,16.0,20.0,22.0,36.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"مقايسة وحصر بنود التسليح والمطيلية العالية لمقاومة الزلازل (Seismic Detailing BOQ)","bg":"#0F172A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":42.0,"cells":[{"c":"A2","v":"حصر كميات تفاصيل المطيلية الخاصة Special Boundary Elements وتكثيف الكانات وفواصل الهبوط الزلزالية طبقاً لـ SBC 304","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":20.0,"cells":[{"c":"A3","v":""},{"c":"B3","v":""},{"c":"C3","v":""},{"c":"D3","v":""},{"c":"E3","v":""},{"c":"F3","v":""},{"c":"G3","v":""}]},{"r":4,"h":38.0,"cells":[{"c":"A4","v":""},{"c":"B4","v":""},{"c":"C4","v":""},{"c":"D4","v":""},{"c":"E4","v":""},{"c":"F4","v":""},{"c":"G4","v":""}]},{"r":5,"h":42.0,"cells":[{"c":"A5","v":"بند","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"بيان الأعمال وتوصيف بنود التدعيم والتسليح الزلزالي (SBC 304 / ACI 318)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"الوحدة","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"الكمية","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"الفئة التقديرية (ر.س)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"إجمالي المبلغ (ر.س)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G5","v":"الملاحظات والمطابقة للمواصفات الفنية","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":72.0,"cells":[{"c":"A6","v":1,"fg":"#64748B","al":"center"},{"c":"B6","v":"توريد وتركيب حديد تسليح عالي المقاومة (Grade 60 / B420DWR) للأطراف المحصورة لحوائط القص (Boundary Elements) مع وصلات ميكانيكية معتمدة Type 2","fg":"#1E293B","b":true},{"c":"C6","v":"طن","fg":"#475569","al":"center"},{"c":"D6","v":36.5,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E6","v":4200,"in":true,"fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"F6","v":153300,"f":"=ROUND(D6*E6, 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G6","v":"شامل الوصلات الميكانيكية والكراسي والاختبارات","fg":"#64748B"}]},{"r":7,"h":72.0,"cells":[{"c":"A7","v":2,"fg":"#64748B","al":"center"},{"c":"B7","v":"توريد وتشكيل كانات وأطواق حزم مقفولة برباط زلزالي بزاوية 135° وامتداد 6d لتكثيف الأعمدة والإطارات المقاومة للعزوم في مناطق التمفصل اللدن Plastic Hinges","fg":"#1E293B","b":true},{"c":"C7","v":"طن","fg":"#475569","al":"center"},{"c":"D7","v":24,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E7","v":4450,"in":true,"fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"F7","v":106800,"f":"=ROUND(D7*E7, 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G7","v":"وفق تفاصيل الكود السعودي SBC 304 الفصل 18","fg":"#64748B"}]},{"r":8,"h":72.0,"cells":[{"c":"A8","v":3,"fg":"#64748B","al":"center"},{"c":"B8","v":"توريد وتنفيذ فواصل تمدد وهبوط زلزالية رأسية (Seismic Separation Joints) بعرض تصميمي 100 ملم مع شرائح الإحكام المطاطية والأغطية المعمارية المرنة","fg":"#1E293B","b":true},{"c":"C8","v":"م.ط","fg":"#475569","al":"center"},{"c":"D8","v":154,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E8","v":680,"in":true,"fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"F8","v":104720,"f":"=ROUND(D8*E8, 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G8","v":"لحماية المبنى من التصادم بالمنشآت المجاورة Pounding","fg":"#64748B"}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":4,"fg":"#64748B","al":"center"},{"c":"B9","v":"توريد وصب خرسانة مسلحة عالية المقاومة C40/50 لحوائط القص والأعمدة مع إضافات تحسين التشغيلية ومقاومة الانكماش وتقليل الفراغات","fg":"#1E293B","b":true},{"c":"C9","v":"م³","fg":"#475569","al":"center"},{"c":"D9","v":480,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E9","v":310,"in":true,"fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"F9","v":148800,"f":"=ROUND(D9*E9, 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G9","v":"صب مستمر مع معالجة رطبة لمدة 7 أيام متواصلة","fg":"#64748B"}]},{"r":10,"h":72.0,"cells":[{"c":"A10","v":5,"fg":"#64748B","al":"center"},{"c":"B10","v":"توريد وتركيب أجهزة رصد الهبوط والتحركات الزلزالية (Seismic Accelerometers & Settlement Monitoring Markers) وربطها بنظام إدارة المبنى BMS","fg":"#1E293B","b":true},{"c":"C10","v":"نقطة","fg":"#475569","al":"center"},{"c":"D10","v":8,"in":true,"b":true,"al":"center","nf":"#,##0.0"},{"c":"E10","v":8500,"in":true,"fg":"#475569","al":"center","nf":"#,##0.00"},{"c":"F10","v":68000,"f":"=ROUND(D10*E10, 2)","fg":"#1E3A8A","b":true,"al":"center","nf":"#,##0.00"},{"c":"G10","v":"للمراقبة والمتابعة الدورية بعد الصب والتشغيل","fg":"#64748B"}]},{"r":11,"h":38.0,"cells":[{"c":"A11","v":"إجمالي التكلفة المباشرة لبنود التدعيم الزلزالي (Subtotal)","fg":"#1E293B","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F11","v":581620,"f":"=SUM(F6:F10)","b":true,"al":"center","nf":"#,##0.00"},{"c":"G11","v":"قبل احتساب ضريبة القيمة المضافة","fg":"#64748B"}]},{"r":12,"h":38.0,"cells":[{"c":"A12","v":"ضريبة القيمة المضافة (VAT 15%)","fg":"#1E293B","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F12","v":87243,"f":"=ROUND(F11 * 0.15, 2)","b":true,"al":"center","nf":"#,##0.00"},{"c":"G12","v":"وفق هيئة الزكاة والضريبة والجمارك (ZATCA)","fg":"#64748B"}]},{"r":13,"h":44.0,"cells":[{"c":"A13","v":"الإجمالي العام النهائي الشامل للضريبة (Grand Total)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F13","v":668863,"f":"=F11 + F12","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","nf":"#,##0.00"},{"c":"G13","v":"صافي الالتزام المالي للتنفيذ الزلزالي","bg":"#1E3A8A","fg":"#FFFFFF","b":true}]},{"r":14,"h":28.0,"cells":[{"c":"A14","v":""},{"c":"B14","v":""},{"c":"C14","v":""},{"c":"D14","v":""},{"c":"E14","v":""},{"c":"F14","v":""},{"c":"G14","v":""}]},{"r":15,"h":36.0,"cells":[{"c":"A15","v":"إعداد مهندس التصميم الإنشائي","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","cs":2},{"skip":true},{"c":"C15","v":"مراجعة وتدقيق رئيس قسم الهندسة المدنية","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"F15","v":"اعتماد الاستشاري المشرف والمهندس المقيم","bg":"#F1F5F9","fg":"#1E3A8A","b":true,"al":"center","cs":2},{"skip":true}]},{"r":16,"h":75.0,"cells":[{"c":"A16","v":"الاسم: .......................................\nالتوقيع: .....................................\nالتاريخ: ..... / ..... / 2026 م","fg":"#475569","cs":2},{"skip":true},{"c":"C16","v":"الاسم: .......................................\nالتوقيع: .....................................\nالختم المهني: .............................","fg":"#475569","cs":3},{"skip":true},{"skip":true},{"c":"F16","v":"الاسم: .......................................\nالتوقيع: .....................................\nختم الاعتماد: ..............................","fg":"#475569","cs":2},{"skip":true}]}]}]}