{"slug":"strap-footing-and-strap-beam-structural-design-calculation-sheet","sheets":[{"name":"إعدادات المشروع والتربة","maxRow":32,"maxCol":9,"colWidths":[16.0,58.0,18.0,22.0,20.0,26.0,28.0,18.0,24.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"شيت تصميم قاعدة الجار المشتركة بكمرة شداد Strap Footing وفق SBC 304 و ACI 318 و ECP 203","bg":"#DBEAFE","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":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ تنبيه استرشادي هندسي: القيم والمدخلات في هذا الشيت هي قيم تصميمية استرشادية وفق الممارسات الهندسية القياسية. يرجى تعديل معاملات التربة، ورتبة الخرسانة، وإجهاد خضوع حديد التسليح بما يتطابق مع تقرير فحص التربة والمواصفات الفنية المعتمدة لمشروعك.","bg":"#FEF3C7","fg":"#475569","al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"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":36.0,"cells":[{"c":"A4","v":"بيانات المشروع والتوثيق الهندسي (Project Metadata & General Setup)","bg":"#1E3A8A","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":5,"h":52.0,"cells":[{"c":"A5","v":"اسم المشروع الإنشائي:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"B5","v":"مشروع إنشاء برج سكني تجاري (12 طابق) - حي الياسمين","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"E5","v":"كود المستند الهندسي:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"F5","v":"BD-STR-FTG-001","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":"المالك (Employer):","bg":"#EFF6FF","b":true,"al":"center"},{"c":"B6","v":"شركة التطوير العقاري المتقدمة","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"E6","v":"تاريخ الإعداد والاعتماد:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"F6","v":"2026-10-18","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":"المقاول العام المنفذ:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"B7","v":"شركة البنيان للمقاولات العامة والإنشاءات","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"E7","v":"المهندس المصمم:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"F7","v":"م. محمد الشمري (مكتب فني)","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":"الاستشاري الهندسي المشرف:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"B8","v":"مكتب الاستشارات الهندسية التخصصية","al":"center","cs":3},{"skip":true},{"skip":true},{"c":"E8","v":"العملة المعتمدة بالمشروع:","bg":"#EFF6FF","b":true,"al":"center"},{"c":"F8","v":"ريال سعودي SAR","al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true}]},{"r":9,"h":28.0,"cells":[{"c":"A9","v":""},{"c":"B9","v":""},{"c":"C9","v":""},{"c":"D9","v":""},{"c":"E9","v":""},{"c":"F9","v":""},{"c":"G9","v":""},{"c":"H9","v":""},{"c":"I9","v":""}]},{"r":10,"h":38.0,"cells":[{"c":"A10","v":"الخواص الميكانيكية للمواد والتربة (Material Properties & Geotechnical Parameters)","bg":"#1E3A8A","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":11,"h":40.0,"cells":[{"c":"A11","v":"م","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B11","v":"الخاصية الهندسية (Parameter)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C11","v":"الرمز الكودي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D11","v":"القيمة المدخلة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E11","v":"الوحدة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F11","v":"المرجع القياسي الكودي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G11","v":"الوصف والاشتراط الفني","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H11","v":"الحالة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I11","v":"ملاحظات","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":12,"h":52.0,"cells":[{"c":"A12","v":1,"al":"center"},{"c":"B12","v":"مقاومة الضغط المميزة للخرسانة (Cylinder Compressive Strength)","al":"center"},{"c":"C12","v":"f'c","al":"center"},{"c":"D12","v":30,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E12","v":"MPa","al":"center"},{"c":"F12","v":"SBC 304 / ACI 318","al":"center"},{"c":"G12","v":"خرسانة جاهزة مقاومة للكبريتات SRC للقواعد","al":"center"},{"c":"H12","v":"معتمد","al":"center"},{"c":"I12","v":"فحص مكعبات 28 يوم","al":"center"}]},{"r":13,"h":52.0,"cells":[{"c":"A13","v":2,"al":"center"},{"c":"B13","v":"إجهاد خضوع حديد التسليح الرئيسي (Steel Yield Strength)","al":"center"},{"c":"C13","v":"fy","al":"center"},{"c":"D13","v":420,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E13","v":"MPa","al":"center"},{"c":"F13","v":"ASTM A615 Gr 60","al":"center"},{"c":"G13","v":"حديد تسليح مشوه عالي المقاومة High Tensile","al":"center"},{"c":"H13","v":"معتمد","al":"center"},{"c":"I13","v":"حديد تسليح سابك/الراجحي","al":"center"}]},{"r":14,"h":34.0,"cells":[{"c":"A14","v":3,"al":"center"},{"c":"B14","v":"إجهاد خضوع كانات القص (Stirrup Yield Strength)","al":"center"},{"c":"C14","v":"fyt","al":"center"},{"c":"D14","v":420,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E14","v":"MPa","al":"center"},{"c":"F14","v":"ASTM A615 Gr 60","al":"center"},{"c":"G14","v":"كانات مغلقة 4 أفرع لكمرة الشداد","al":"center"},{"c":"H14","v":"معتمد","al":"center"},{"c":"I14","v":"كانات عالية المقاومة","al":"center"}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":4,"al":"center"},{"c":"B15","v":"جهد التربة الصافي المسموح به (Net Allowable Bearing Capacity)","al":"center"},{"c":"C15","v":"q_all,net","al":"center"},{"c":"D15","v":220,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E15","v":"kN/m²","al":"center"},{"c":"F15","v":"تقرير فحص التربة / SBC 303","al":"center"},{"c":"G15","v":"إجهاد الارتكاز المسموح عند منسوب التأسيس","al":"center"},{"c":"H15","v":"معتمد","al":"center"},{"c":"I15","v":"عمق تأسيس 2.50 م","al":"center"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":5,"al":"center"},{"c":"B16","v":"الوزن النوعي للخرسانة المسلحة (Reinforced Concrete Density)","al":"center"},{"c":"C16","v":"gamma_c","al":"center"},{"c":"D16","v":25,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E16","v":"kN/m³","al":"center"},{"c":"F16","v":"SBC 201 / ECP 203","al":"center"},{"c":"G16","v":"الوزن الحجمي الذاتي لعناصر الخرسانة","al":"center"},{"c":"H16","v":"معتمد","al":"center"},{"c":"I16","v":"شامل حديد التسليح","al":"center"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":6,"al":"center"},{"c":"B17","v":"الغطاء الخرساني الصافي للقواعد الملامسة للتربة (Concrete Cover)","al":"center"},{"c":"C17","v":"dc","al":"center"},{"c":"D17","v":75,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E17","v":"mm","al":"center"},{"c":"F17","v":"SBC 304 Cl. 20.6 / ACI 318","al":"center"},{"c":"G17","v":"غطاء لحماية التسليح من الرطوبة والأملاح","al":"center"},{"c":"H17","v":"معتمد","al":"center"},{"c":"I17","v":"بسكويت خرساني عالي الكثافة","al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":7,"al":"center"},{"c":"B18","v":"معامل تخفيض مقاومة الانحناء (Strength Reduction Factor Flexure)","al":"center"},{"c":"C18","v":"phi_b","al":"center"},{"c":"D18","v":0.9,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E18","v":"-","al":"center"},{"c":"F18","v":"SBC 304 Cl. 21.2 / ACI 318","al":"center"},{"c":"G18","v":"قطاع محكوم بالشد Tension-Controlled","al":"center"},{"c":"H18","v":"معتمد","al":"center"},{"c":"I18","v":"معامل الأمان للانحناء","al":"center"}]},{"r":19,"h":34.0,"cells":[{"c":"A19","v":8,"al":"center"},{"c":"B19","v":"معامل تخفيض مقاومة القص (Strength Reduction Factor Shear)","al":"center"},{"c":"C19","v":"phi_v","al":"center"},{"c":"D19","v":0.75,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E19","v":"-","al":"center"},{"c":"F19","v":"SBC 304 Cl. 21.2 / ACI 318","al":"center"},{"c":"G19","v":"معامل أمان قوى القص والقص الثاقب","al":"center"},{"c":"H19","v":"معتمد","al":"center"},{"c":"I19","v":"معامل الأمان للقص","al":"center"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":9,"al":"center"},{"c":"B20","v":"عمق التأسيس الصافي تحت سطح الأرض (Foundation Depth)","al":"center"},{"c":"C20","v":"Df","al":"center"},{"c":"D20","v":2.5,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E20","v":"m","al":"center"},{"c":"F20","v":"تقرير الجسات","al":"center"},{"c":"G20","v":"منسوب الحفر الصافي للأساسات السطحية","al":"center"},{"c":"H20","v":"معتمد","al":"center"},{"c":"I20","v":"طبقة رمل وحصى متماسكة","al":"center"}]},{"r":21,"h":28.0,"cells":[{"c":"A21","v":""},{"c":"B21","v":""},{"c":"C21","v":""},{"c":"D21","v":""},{"c":"E21","v":""},{"c":"F21","v":""},{"c":"G21","v":""},{"c":"H21","v":""},{"c":"I21","v":""}]},{"r":22,"h":38.0,"cells":[{"c":"A22","v":"جدول أسعار التوريد والمصنعيات المعتمدة لمقايسة المشروع (Parametric Unit Rates Setup)","bg":"#1E3A8A","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":23,"h":52.0,"cells":[{"c":"A23","v":"كود البند","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B23","v":"بيان بند الأعمال المرجعي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C23","v":"الوحدة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D23","v":"سعر الوحدة الاسترشادي (ر.س)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E23","v":"نسبة الهالك المسموحة %","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F23","v":"فئة الأعمال","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G23","v":"مركز التكلفة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H23","v":"طريقة القياس","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I23","v":"حالة البند","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":24,"h":34.0,"cells":[{"c":"A24","v":"R-01","al":"center"},{"c":"B24","v":"أعمال الحفر الميكانيكي في التربة لزوم الأساسات وقواعد الجار والشدادات","al":"center"},{"c":"C24","v":"م³","al":"center"},{"c":"D24","v":28,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E24","v":5,"in":true,"al":"center"},{"c":"F24","v":"أعمال ترابية","al":"center"},{"c":"G24","v":"حفر وتطهير","al":"center"},{"c":"H24","v":"هندسي قاع الحفر","al":"center"},{"c":"I24","v":"نشط","al":"center"}]},{"r":25,"h":34.0,"cells":[{"c":"A25","v":"R-02","al":"center"},{"c":"B25","v":"خرسانة عادية نظافة C15 أسفل القواعد والشداد سمك 10 سم","al":"center"},{"c":"C25","v":"م³","al":"center"},{"c":"D25","v":210,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E25","v":3,"in":true,"al":"center"},{"c":"F25","v":"خرسانات عادية","al":"center"},{"c":"G25","v":"فرشة نظافة","al":"center"},{"c":"H25","v":"مكعب هندسي","al":"center"},{"c":"I25","v":"نشط","al":"center"}]},{"r":26,"h":34.0,"cells":[{"c":"A26","v":"R-03","al":"center"},{"c":"B26","v":"خرسانة مسلحة جاهزة C30 مقاومة للأملاح SRC للقواعد وكمرة الشداد","al":"center"},{"c":"C26","v":"م³","al":"center"},{"c":"D26","v":295,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E26","v":2,"in":true,"al":"center"},{"c":"F26","v":"خرسانات مسلحة","al":"center"},{"c":"G26","v":"صب الأساسات","al":"center"},{"c":"H26","v":"مكعب هندسي معتمد","al":"center"},{"c":"I26","v":"نشط","al":"center"}]},{"r":27,"h":34.0,"cells":[{"c":"A27","v":"R-04","al":"center"},{"c":"B27","v":"حديد تسليح عالي المقاومة مشمل التوريد والتفريد والتشكيل والتركيب","al":"center"},{"c":"C27","v":"طن","al":"center"},{"c":"D27","v":3250,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E27","v":4,"in":true,"al":"center"},{"c":"F27","v":"حديد تسليح","al":"center"},{"c":"G27","v":"تسليح الأساسات","al":"center"},{"c":"H27","v":"وزن هندسي BBS","al":"center"},{"c":"I27","v":"نشط","al":"center"}]},{"r":28,"h":34.0,"cells":[{"c":"A28","v":"R-05","al":"center"},{"c":"B28","v":"عزل مائي بيتوميني مطاطي مؤكسد طبقتين للأساسات والرقاب الملامسة للتربة","al":"center"},{"c":"C28","v":"م²","al":"center"},{"c":"D28","v":26,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E28","v":5,"in":true,"al":"center"},{"c":"F28","v":"عوازل مائية","al":"center"},{"c":"G28","v":"حماية الخرسانات","al":"center"},{"c":"H28","v":"مسطح صافي مدهون","al":"center"},{"c":"I28","v":"نشط","al":"center"}]},{"r":29,"h":34.0,"cells":[{"c":"A29","v":"R-06","al":"center"},{"c":"B29","v":"ردم بأتربة صالحة ناتجة من الحفر أو موردة على طبقات مدموكة 25 سم","al":"center"},{"c":"C29","v":"م³","al":"center"},{"c":"D29","v":22,"in":true,"bg":"#DBEAFE","b":true,"al":"center"},{"c":"E29","v":8,"in":true,"al":"center"},{"c":"F29","v":"أعمال ترابية","al":"center"},{"c":"G29","v":"ردم ودمك","al":"center"},{"c":"H29","v":"مكعب دمك حركي 95%","al":"center"},{"c":"I29","v":"نشط","al":"center"}]},{"r":30,"h":28.0,"cells":[{"c":"A30","v":""},{"c":"B30","v":""},{"c":"C30","v":""},{"c":"D30","v":""},{"c":"E30","v":""},{"c":"F30","v":""},{"c":"G30","v":""},{"c":"H30","v":""},{"c":"I30","v":""}]},{"r":31,"h":36.0,"cells":[{"c":"A31","v":"مهندس الأساسات والتربة (Geotechnical Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D31","v":"مهندس التصميم الإنشائي والمكتب الفني (Structural Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"G31","v":"المهندس الاستشاري المشرف (Supervising Consultant)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":32,"h":76.0,"cells":[{"c":"A32","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"D32","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"G32","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true}]}]},{"name":"تحليل الاتزان وأبعاد القواعد","maxRow":37,"maxCol":7,"colWidths":[22.0,38.0,18.0,22.0,22.0,22.0,20.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"تحليل اتزان قاعدة الجار وحساب ردود الأفعال وأبعاد القواعد (Equilibrium & Footings Sizing)","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ مبدأ التحليل الإنشائي: يرتكز عمود الجار C1 على الحافة الخارجية للقاعدة، مما يولد عزماً لا مركزياً شديداً. تقوم كمرة الشداد الجاسئة بنقل العزم وموازنته عبر عمود داخلي C2، مما يزيد رد فعل قاعدة الجار R1 ويخفف الحمل على قاعدة العمود الداخلي R2 مع ضمان إجهاد تربة منتظم تماماً.","bg":"#FEF3C7","fg":"#475569","al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"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":34.0,"cells":[{"c":"A4","v":"حمل عمود الجار التشغيلي P1","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center","cs":2},{"skip":true},{"c":"C4","v":"حمل العمود الداخلي P2","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center","cs":2},{"skip":true},{"c":"E4","v":"رد فعل قاعدة الجار R1","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center","cs":2},{"skip":true},{"c":"G4","v":"أبعاد قاعدة الجار المعتمدة","bg":"#F8FAFC","fg":"#475569","b":true,"al":"center"}]},{"r":5,"h":46.0,"cells":[{"c":"A5","v":0,"f":"=B11+B12","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","cs":2},{"skip":true},{"c":"C5","v":0,"f":"=F11+F12","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","cs":2},{"skip":true},{"c":"E5","v":"R1 * (S - e) = P1 * S","f":"=C19","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center","cs":2},{"skip":true},{"c":"G5","v":"L1=2.00م × B1=0.00م","f":"=\"L1=\" & TEXT(C23,\"0.00\") & \"م × B1=\" & TEXT(C25,\"0.00\") & \"م\"","bg":"#F8FAFC","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":6,"h":34.0,"cells":[{"c":"A6","v":"كيلو نيوتن (Dead + Live)","bg":"#F8FAFC","fg":"#64748B","al":"center","cs":2},{"skip":true},{"c":"C6","v":"كيلو نيوتن (Dead + Live)","bg":"#F8FAFC","fg":"#64748B","al":"center","cs":2},{"skip":true},{"c":"E6","v":"كيلو نيوتن (بزيادة اتزان الشداد)","bg":"#F8FAFC","fg":"#64748B","al":"center","cs":2},{"skip":true},{"c":"G6","v":"مساحة ارتكاز منتظمة الإجهاد","bg":"#F8FAFC","fg":"#64748B","al":"center"}]},{"r":7,"h":28.0,"cells":[{"c":"A7","v":""},{"c":"B7","v":""},{"c":"C7","v":""},{"c":"D7","v":""},{"c":"E7","v":""},{"c":"F7","v":""},{"c":"G7","v":""}]},{"r":8,"h":38.0,"cells":[{"c":"A8","v":"1. بيانات أحمال وأبعاد الأعمدة والمسافة المحورية (Column Loads & Span Geometry)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":9,"h":36.0,"cells":[{"c":"A9","v":"عمود الجار الخارجي (Exterior Column C1)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"E9","v":"العمود الداخلي المتصل بالشداد (Interior Column C2)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":10,"h":28.0,"cells":[{"c":"A10","v":""},{"c":"B10","v":""},{"c":"C10","v":""},{"c":"D10","v":""},{"c":"E10","v":""},{"c":"F10","v":""},{"c":"G10","v":""}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":"الحمل الميت التشغيلي D1 (kN):","b":true,"cs":2},{"skip":true},{"c":"C11","v":850,"in":true,"al":"center","cs":2},{"skip":true},{"c":"E11","v":"الحمل الميت التشغيلي D2 (kN):","b":true,"cs":2},{"skip":true},{"c":"G11","v":1350,"in":true,"al":"center"}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":"الحمل الحي التشغيلي L1 (kN):","b":true,"cs":2},{"skip":true},{"c":"C12","v":350,"in":true,"al":"center","cs":2},{"skip":true},{"c":"E12","v":"الحمل الحي التشغيلي L2 (kN):","b":true,"cs":2},{"skip":true},{"c":"G12","v":550,"in":true,"al":"center"}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":"إجمالي الحمل التشغيلي P1 (kN):","b":true,"cs":2},{"skip":true},{"c":"C13","v":0,"f":"=B11+B12","bg":"#DBEAFE","b":true,"al":"center","cs":2},{"skip":true},{"c":"E13","v":"إجمالي الحمل التشغيلي P2 (kN):","b":true,"cs":2},{"skip":true},{"c":"G13","v":0,"f":"=F11+F12","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":14,"h":34.0,"cells":[{"c":"A14","v":"الحمل التصميمي المصعد Pu1 (kN):","b":true,"cs":2},{"skip":true},{"c":"C14","v":0,"f":"=1.2*B11+1.6*B12","bg":"#DBEAFE","b":true,"al":"center","cs":2},{"skip":true},{"c":"E14","v":"الحمل التصميمي المصعد Pu2 (kN):","b":true,"cs":2},{"skip":true},{"c":"G14","v":0,"f":"=1.2*F11+1.6*F12","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":15,"h":34.0,"cells":[{"c":"A15","v":"عرض العمود باتجاه الشداد a1 (m):","b":true,"cs":2},{"skip":true},{"c":"C15","v":0.4,"in":true,"al":"center","cs":2},{"skip":true},{"c":"E15","v":"عرض العمود باتجاه الشداد a2 (m):","b":true,"cs":2},{"skip":true},{"c":"G15","v":0.5,"in":true,"al":"center"}]},{"r":16,"h":34.0,"cells":[{"c":"A16","v":"عرض العمود بالاتجاه العرضي b1 (m):","b":true,"cs":2},{"skip":true},{"c":"C16","v":0.6,"in":true,"al":"center","cs":2},{"skip":true},{"c":"E16","v":"عرض العمود بالاتجاه العرضي b2 (m):","b":true,"cs":2},{"skip":true},{"c":"G16","v":0.5,"in":true,"al":"center"}]},{"r":17,"h":34.0,"cells":[{"c":"A17","v":"المسافة المحورية بين العمودين S (m):","b":true,"cs":2},{"skip":true},{"c":"C17","v":5.5,"in":true,"al":"center","cs":2},{"skip":true},{"c":"E17","v":"المسافة من مركز عمود الجار لحد الملكية xc1 (m):","b":true,"cs":2},{"skip":true},{"c":"G17","v":0,"f":"=B15/2","al":"center"}]},{"r":18,"h":38.0,"cells":[{"c":"A18","v":"2. معادلات اتزان العزوم وتحديد أبعاد القواعد وإجهاد التلامس (Equilibrium Statics & Footing Sizing)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":19,"h":34.0,"cells":[{"c":"A19","v":"معادلة عزم الاتزان حول محور العمود الداخلي C2:","b":true,"cs":2},{"skip":true},{"c":"C19","v":"R1 * (S - e) = P1 * S","b":true,"al":"center"},{"c":"D19","v":"المعادلة الأساسية لتحديد رد فعل قاعدة الجار","cs":3},{"skip":true},{"skip":true},{"c":"G19","v":"R1 = P1 * S / (S - e)","b":true,"al":"center"}]},{"r":20,"h":34.0,"cells":[{"c":"A20","v":"لامركزية قاعدة الجار المفترضة e (m):","b":true,"cs":2},{"skip":true},{"c":"C20","v":1,"f":"=C23/2 - G17","b":true,"al":"center"},{"c":"D20","v":"e = L1/2 - xc1 (تباعد مركز القاعدة عن مركز العمود)","cs":3},{"skip":true},{"skip":true},{"c":"G20","v":"قيمة موجبة تسبب عزم انقلاب","b":true,"al":"center"}]},{"r":21,"h":34.0,"cells":[{"c":"A21","v":"رد فعل قاعدة الجار التشغيلي R1 (kN):","b":true,"cs":2},{"skip":true},{"c":"C21","v":0,"f":"=C13*C17/(C17-C20)","bg":"#DBEAFE","b":true,"al":"center"},{"c":"D21","v":"رد الفعل الإجمالي المنتظم تحت قاعدة الجار","cs":3},{"skip":true},{"skip":true},{"c":"G21","v":"زيادة بمقدار R1 - P1","b":true,"al":"center"}]},{"r":22,"h":34.0,"cells":[{"c":"A22","v":"رد فعل قاعدة العمود الداخلي التشغيلي R2 (kN):","b":true,"cs":2},{"skip":true},{"c":"C22","v":0,"f":"=C13+G13-C21","bg":"#DBEAFE","b":true,"al":"center"},{"c":"D22","v":"الحمل الصافي الواقع على قاعدة العمود الداخلي","cs":3},{"skip":true},{"skip":true},{"c":"G22","v":"R2 = P2 - (R1 - P1)","b":true,"al":"center"}]},{"r":23,"h":34.0,"cells":[{"c":"A23","v":"الطول المختار لقاعدة الجار باتجاه الشداد L1 (m):","b":true,"cs":2},{"skip":true},{"c":"C23","v":2,"in":true,"b":true,"al":"center"},{"c":"D23","v":"يتم اختياره بحيث لا يقل عن 1.80 م ولا يتجاوز S/2.5","cs":3},{"skip":true},{"skip":true},{"c":"G23","v":"طول هندسي مقترح","b":true,"al":"center"}]},{"r":24,"h":34.0,"cells":[{"c":"A24","v":"المساحة المطلوبة لقاعدة الجار A1,req (m²):","b":true,"cs":2},{"skip":true},{"c":"C24","v":0,"f":"=C21/'إعدادات المشروع والتربة'!D15","b":true,"al":"center"},{"c":"D24","v":"A1,req = R1 / q_all,net","cs":3},{"skip":true},{"skip":true},{"c":"G24","v":"مساحة الارتكاز الصافية","b":true,"al":"center"}]},{"r":25,"h":34.0,"cells":[{"c":"A25","v":"العرض المحسوب لقاعدة الجار B1,calc (m):","b":true,"cs":2},{"skip":true},{"c":"C25","v":0,"f":"=C24/C23","b":true,"al":"center"},{"c":"D25","v":"B1,calc = A1,req / L1","cs":3},{"skip":true},{"skip":true},{"c":"G25","v":"العرض النظري الصافي","b":true,"al":"center"}]},{"r":26,"h":34.0,"cells":[{"c":"A26","v":"العرض المعتمد المنفذ لقاعدة الجار B1 (m):","b":true,"cs":2},{"skip":true},{"c":"C26","v":3,"in":true,"b":true,"al":"center"},{"c":"D26","v":"تقريب العرض لأقرب 10 سم للأعلى","cs":3},{"skip":true},{"skip":true},{"c":"G26","v":"B1 التنفيذي","b":true,"al":"center"}]},{"r":27,"h":34.0,"cells":[{"c":"A27","v":"المساحة الفعلية المنفذة لقاعدة الجار A1,act (m²):","b":true,"cs":2},{"skip":true},{"c":"C27","v":6,"f":"=C23*C26","b":true,"al":"center"},{"c":"D27","v":"A1,act = L1 * B1","cs":3},{"skip":true},{"skip":true},{"c":"G27","v":"المساحة المطبقة فعلياً","b":true,"al":"center"}]},{"r":28,"h":34.0,"cells":[{"c":"A28","v":"إجهاد التلامس الفعلي لقاعدة الجار q_act,1 (kN/m²):","b":true,"cs":2},{"skip":true},{"c":"C28","v":0,"f":"=C21/C27","bg":"#DBEAFE","b":true,"al":"center"},{"c":"D28","v":"q_act,1 = R1 / (L1 * B1)","cs":3},{"skip":true},{"skip":true},{"c":"G28","v":"آمن ومحقق (Safe)","f":"=IF(C28<='إعدادات المشروع والتربة'!D15, \"آمن ومحقق (Safe)\", \"غير آمن - يلزم زيادة الأبعاد\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":29,"h":34.0,"cells":[{"c":"A29","v":"المساحة المطلوبة لقاعدة العمود الداخلي A2,req (m²):","b":true,"cs":2},{"skip":true},{"c":"C29","v":0,"f":"=G13/'إعدادات المشروع والتربة'!D15","b":true,"al":"center"},{"c":"D29","v":"A2,req = P2 / q_all,net (تصميم محافظ على كامل P2)","cs":3},{"skip":true},{"skip":true},{"c":"G29","v":"مساحة ارتكاز C2","b":true,"al":"center"}]},{"r":30,"h":34.0,"cells":[{"c":"A30","v":"طول وعرض قاعدة العمود الداخلي المحسوب B2,calc (m):","b":true,"cs":2},{"skip":true},{"c":"C30","v":0,"f":"=SQRT(C29)","b":true,"al":"center"},{"c":"D30","v":"قاعدة مربعة الشكل B2 = L2","cs":3},{"skip":true},{"skip":true},{"c":"G30","v":"البعد النظري المربع","b":true,"al":"center"}]},{"r":31,"h":34.0,"cells":[{"c":"A31","v":"البعد المعتمد لقاعدة العمود الداخلي L2 = B2 (m):","b":true,"cs":2},{"skip":true},{"c":"C31","v":3,"in":true,"b":true,"al":"center"},{"c":"D31","v":"تقريب البعد التنفيذي لأقرب 10 سم","cs":3},{"skip":true},{"skip":true},{"c":"G31","v":"قاعدة مربعة منفذة","b":true,"al":"center"}]},{"r":32,"h":34.0,"cells":[{"c":"A32","v":"المساحة الفعلية المنفذة لقاعدة العمود الداخلي A2,act (m²):","b":true,"cs":2},{"skip":true},{"c":"C32","v":9,"f":"=C31*C31","b":true,"al":"center"},{"c":"D32","v":"A2,act = L2 * B2","cs":3},{"skip":true},{"skip":true},{"c":"G32","v":"المساحة الفعلية لـ C2","b":true,"al":"center"}]},{"r":33,"h":34.0,"cells":[{"c":"A33","v":"إجهاد التلامس الفعلي لقاعدة الداخلي q_act,2 (kN/m²):","b":true,"cs":2},{"skip":true},{"c":"C33","v":0,"f":"=G13/C32","bg":"#DBEAFE","b":true,"al":"center"},{"c":"D33","v":"q_act,2 = P2 / A2,act","cs":3},{"skip":true},{"skip":true},{"c":"G33","v":"آمن ومحقق (Safe)","f":"=IF(C33<='إعدادات المشروع والتربة'!D15, \"آمن ومحقق (Safe)\", \"غير آمن - يلزم زيادة الأبعاد\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":34,"h":28.0,"cells":[{"c":"A34","v":""},{"c":"B34","v":""},{"c":"C34","v":""},{"c":"D34","v":""},{"c":"E34","v":""},{"c":"F34","v":""},{"c":"G34","v":""}]},{"r":35,"h":28.0,"cells":[{"c":"A35","v":""},{"c":"B35","v":""},{"c":"C35","v":""},{"c":"D35","v":""},{"c":"E35","v":""},{"c":"F35","v":""},{"c":"G35","v":""}]},{"r":36,"h":36.0,"cells":[{"c":"A36","v":"مهندس الأساسات والتربة (Geotechnical Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D36","v":"مهندس التصميم الإنشائي والمكتب الفني (Structural Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"G36","v":"المهندس الاستشاري المشرف (Supervising Consultant)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":37,"h":76.0,"cells":[{"c":"A37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"D37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"G37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:"}]}]},{"name":"تصميم كمرة الشداد الإنشائية","maxRow":44,"maxCol":7,"colWidths":[24.0,38.0,18.0,22.0,22.0,22.0,20.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"التصميم الإنشائي لكمرة الشداد الجاسئة وحساب العزوم والقص والتسليح (Strap Beam Structural Design)","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ اشتراط الجساءة الكودية للشداد: تشترط الأكواد (ACI 318 و SBC 304 و ECP 203) ألا ترتكز كمرة الشداد مباشرة على التربة (وضع مادة قابلة للانضغاط أسفلها)، وأن تكون جساءة كمرة الشداد I_strap ضعف جساءة قاعدة الجار على الأقل (I_strap / I_ftg >= 2.0) لضمان العمل الجاسئ ومنع الدوران.","bg":"#FEF3C7","fg":"#475569","al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"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":"1. الأبعاد الهندسية المعتمدة وفحص الجساءة النسبية للشداد (Beam Geometry & Rigidity Ratio Check)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":52.0,"cells":[{"c":"A5","v":"عرض كمرة الشداد الخرسانية bs (m):","b":true},{"c":"B5","v":0.5,"in":true,"b":true,"al":"center"},{"c":"C5","v":"يؤخذ عادة مساوياً أو أكبر من عرض العمود","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G5","v":"عرض القطاع الخرساني","b":true,"al":"center"}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":"العمق الكلي لكمرة الشداد hs (m):","b":true},{"c":"B6","v":1.1,"in":true,"b":true,"al":"center"},{"c":"C6","v":"يؤخذ بين L_clear/5 إلى L_clear/6 لتأمين جساءة عالية","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G6","v":"الارتفاع الكلي للشداد","b":true,"al":"center"}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":"سمك قاعدة الجار المسلحة t1 (m):","b":true},{"c":"B7","v":0.65,"in":true,"b":true,"al":"center"},{"c":"C7","v":"سمك فرشة قاعدة الجار المقاومة للقص العرضي","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G7","v":"سمك القاعدة الخارجية","b":true,"al":"center"}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":"عزم القصور الذاتي لكمرة الشداد I_strap (m⁴):","b":true},{"c":"B8","v":0,"f":"=B5*C5^3/12","b":true,"al":"center"},{"c":"C8","v":"I_strap = bs * hs³ / 12","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G8","v":"عزم القصور للكمرة","b":true,"al":"center"}]},{"r":9,"h":34.0,"cells":[{"c":"A9","v":"عزم القصور الذاتي لقاعدة الجار I_ftg1 (m⁴):","b":true},{"c":"B9","v":0.068656,"f":"='تحليل الاتزان وأبعاد القواعد'!C26*B7^3/12","b":true,"al":"center"},{"c":"C9","v":"I_ftg1 = B1 * t1³ / 12","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G9","v":"عزم القصور للقاعدة","b":true,"al":"center"}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":"معامل الجساءة النسبي (Rigidity Ratio):","b":true},{"c":"B10","v":0,"f":"=B8/B9","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C10","v":"شرط الجساءة الكودي: I_strap / I_ftg1 >= 2.0","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G10","v":"تحذير: يلزم زيادة عمق الشداد","f":"=IF(B10>=2.0, \"محقق وجاسئ تماماً (Rigid Beam)\", \"تحذير: يلزم زيادة عمق الشداد\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":11,"h":28.0,"cells":[{"c":"A11","v":""},{"c":"B11","v":""},{"c":"C11","v":""},{"c":"D11","v":""},{"c":"E11","v":""},{"c":"F11","v":""},{"c":"G11","v":""}]},{"r":12,"h":38.0,"cells":[{"c":"A12","v":"2. تحليل القوى الداخلية القصوى والعزوم المصعدة (Factored Shear & Moment Analysis)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":"الحمل التصميمي المصعد لعمود الجار Pu1 (kN):","b":true},{"c":"B13","v":0,"f":"='تحليل الاتزان وأبعاد القواعد'!C14","b":true,"al":"center"},{"c":"C13","v":"Pu1 = 1.2 D1 + 1.6 L1","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G13","v":"الحمل الرأسي المصعد","al":"center"}]},{"r":14,"h":52.0,"cells":[{"c":"A14","v":"رد فعل قاعدة الجار المصعد Ru1 (kN):","b":true},{"c":"B14","v":0,"f":"=B13*'تحليل الاتزان وأبعاد القواعد'!C17/('تحليل الاتزان وأبعاد القواعد'!C17-'تحليل الاتزان وأبعاد القواعد'!C20)","b":true,"al":"center"},{"c":"C14","v":"Ru1 = Pu1 * S / (S - e)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G14","v":"رد الفعل المصعد الكلي","al":"center"}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":"الحمل الموزع المصعد تحت قاعدة الجار wu1 (kN/m):","b":true},{"c":"B15","v":0,"f":"=B14/'تحليل الاتزان وأبعاد القواعد'!C23","b":true,"al":"center"},{"c":"C15","v":"wu1 = Ru1 / L1","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G15","v":"حمل خطي منتظم للأعلى","al":"center"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":"مسافة نقطة انعدام قوى القص من حد الجار x0 (m):","b":true},{"c":"B16","v":0,"f":"=B13/B15","b":true,"al":"center"},{"c":"C16","v":"x0 = Pu1 / wu1","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G16","v":"موقع أقصى عزم انحناء سالب","al":"center"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":"أقصى عزم انحناء سالب علوي للشداد Mu,max (kN.m):","b":true},{"c":"B17","v":0,"f":"=B14*'تحليل الاتزان وأبعاد القواعد'!G17 - B15*B16^2/2","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C17","v":"Mu,max = Ru1 * xc1 - wu1 * x0² / 2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G17","v":"يسبب شداً في الألياف العلوية","al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":"أقصى قوة قص مصعدة في كمرة الشداد Vu,max (kN):","b":true},{"c":"B18","v":0,"f":"=B14 - B13","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C18","v":"Vu,max = Ru1 - Pu1 = Pu1 * e / (S - e)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G18","v":"قوة القص الصافية في بحر الشداد","al":"center"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":"العمق الفعال لكمرة الشداد d_s (mm):","b":true},{"c":"B19","v":1000.5,"f":"=B6*1000 - 'إعدادات المشروع والتربة'!D17 - 12 - 25/2","b":true,"al":"center"},{"c":"C19","v":"ds = hs - dc - stirrup - phi/2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G19","v":"العمق التصميمي الفعال للحديد","al":"center"}]},{"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":""}]},{"r":21,"h":38.0,"cells":[{"c":"A21","v":"3. تصميم حديد التسليح الطولي العلوي والسفلي للشداد (Top & Bottom Flexural Reinforcement)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":22,"h":52.0,"cells":[{"c":"A22","v":"معامل العزم الاسمي المقاوم Rn (MPa):","b":true},{"c":"B22","v":0,"f":"=B17*10^6/('إعدادات المشروع والتربة'!D18 * B5*1000 * B19^2)","b":true,"al":"center"},{"c":"C22","v":"Rn = Mu / (phi_b * bs * ds²)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G22","v":"إجهاد الانحناء النسبي","b":true,"al":"center"}]},{"r":23,"h":52.0,"cells":[{"c":"A23","v":"نسبة حديد التسليح المطلوبة rho_req:","b":true},{"c":"B23","v":0,"f":"=0.85*'إعدادات المشروع والتربة'!D12/'إعدادات المشروع والتربة'!D13 * (1 - SQRT(1 - 2*B22/(0.85*'إعدادات المشروع والتربة'!D12)))","b":true,"al":"center"},{"c":"C23","v":"rho = 0.85*(f'c/fy)*[1 - sqrt(1 - 2Rn/(0.85f'c))]","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G23","v":"معادلة التصميم بالشد ACI 318","b":true,"al":"center"}]},{"r":24,"h":52.0,"cells":[{"c":"A24","v":"نسبة حديد التسليح الدنيا rho_min:","b":true},{"c":"B24","v":0.003333,"f":"=MAX(0.25*SQRT('إعدادات المشروع والتربة'!D12)/'إعدادات المشروع والتربة'!D13, 1.4/'إعدادات المشروع والتربة'!D13)","b":true,"al":"center"},{"c":"C24","v":"rho_min = max(0.25*sqrt(f'c)/fy, 1.4/fy)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G24","v":"الحد الأدنى الكودي للتسليح","b":true,"al":"center"}]},{"r":25,"h":72.0,"cells":[{"c":"A25","v":"مساحة حديد التسليح العلوي المطلوبة As,top,req (mm²):","b":true},{"c":"B25","v":1667.33325,"f":"=MAX(B23, B24) * B5*1000 * B19","b":true,"al":"center"},{"c":"C25","v":"As,req = max(rho, rho_min) * bs * ds","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G25","v":"الحديد الرئيسي الحاكم لمقاومة العزم السالب","b":true,"al":"center"}]},{"r":26,"h":52.0,"cells":[{"c":"A26","v":"قطر سيخ التسليح العلوي المختار (mm):","b":true},{"c":"B26","v":25,"in":true,"b":true,"al":"center"},{"c":"C26","v":"أسياخ عالية المقاومة بقطر 25 مم","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G26","v":"القطر المعتمد","b":true,"al":"center"}]},{"r":27,"h":52.0,"cells":[{"c":"A27","v":"عدد الأسياخ العلوية المختارة N_top:","b":true},{"c":"B27","v":8,"in":true,"b":true,"al":"center"},{"c":"C27","v":"عدد الأسياخ في صفين (4 + 4 أسياخ)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G27","v":"العدد المنفذ","b":true,"al":"center"}]},{"r":28,"h":72.0,"cells":[{"c":"A28","v":"مساحة حديد التسليح العلوي الفعلي As,top,prov (mm²):","b":true},{"c":"B28","v":3926.9875,"f":"=B27 * 3.14159 * B26^2 / 4","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C28","v":"As,prov = N * pi * D² / 4","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G28","v":"آمن ومحقق كودياً (Safe)","f":"=IF(B28>=B25, \"آمن ومحقق كودياً (Safe)\", \"غير محقق - يلزم زيادة الأسياخ\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":29,"h":52.0,"cells":[{"c":"A29","v":"حديد التسليح السفلي الاسمي As,bot (mm²):","b":true},{"c":"B29","v":1570.795,"f":"=0.4 * B28","b":true,"al":"center"},{"c":"C29","v":"As,bot = 0.4 * As,top (لمقاومة فروق الهبوط والانكماش)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G29","v":"تسليح سفلي مستمر","b":true,"al":"center"}]},{"r":30,"h":52.0,"cells":[{"c":"A30","v":"تفصيل حديد التسليح السفلي المقترح:","b":true},{"c":"B30","v":"4 أسياخ قطر 20 مم (As = 1,257 mm²)","f":"=\"4 أسياخ قطر 20 مم (As = \" & TEXT(4*3.14159*20^2/4,\"0\") & \" mm²)\"","b":true,"al":"center"},{"c":"C30","v":"توزيع منتظم في قاع كمرة الشداد","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G30","v":"تسليح سفلي منفذ","b":true,"al":"center"}]},{"r":31,"h":72.0,"cells":[{"c":"A31","v":"أسياخ البراندات الجانبية للانكماش (Skin Reinforcement):","b":true},{"c":"B31","v":"أسياخ قطر 14 مم كل 25 سم على جانبي الكمرة","f":"=\"أسياخ قطر 14 مم كل 25 سم على جانبي الكمرة\"","b":true,"al":"center"},{"c":"C31","v":"تشترطها الأكواد للكمرات بعمق > 90 سم","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G31","v":"SBC 304 Cl. 9.7.2.3","b":true,"al":"center"}]},{"r":32,"h":28.0,"cells":[{"c":"A32","v":""},{"c":"B32","v":""},{"c":"C32","v":""},{"c":"D32","v":""},{"c":"E32","v":""},{"c":"F32","v":""},{"c":"G32","v":""}]},{"r":33,"h":38.0,"cells":[{"c":"A33","v":"4. تصميم كانات القص لكمرة الشداد (Strap Beam Shear Reinforcement & Stirrups)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":34,"h":52.0,"cells":[{"c":"A34","v":"مقاومة الخرسانة للقص بدون كانات phi_Vc (kN):","b":true},{"c":"B34","v":349.347717,"f":"='إعدادات المشروع والتربة'!D19 * 0.17 * SQRT('إعدادات المشروع والتربة'!D12) * B5*1000 * B19 / 1000","b":true,"al":"center"},{"c":"C34","v":"phi_Vc = phi_v * 0.17 * sqrt(f'c) * bs * ds","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G34","v":"سعة الخرسانة لمقاومة القص","b":true,"al":"center"}]},{"r":35,"h":72.0,"cells":[{"c":"A35","v":"قوة القص الإضافية المحمولة على الكانات Vs,req (kN):","b":true},{"c":"B35","v":0,"f":"=MAX(0, (B18 - B34)/'إعدادات المشروع والتربة'!D19)","b":true,"al":"center"},{"c":"C35","v":"Vs = (Vu - phi_Vc) / phi_v","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G35","v":"قوة القص الواجب مقاومتها بالكانات","b":true,"al":"center"}]},{"r":36,"h":52.0,"cells":[{"c":"A36","v":"قطر وعدد أفرع الكانات المختارة:","b":true},{"c":"B36","v":"كانات 4 أفرع قطر 12 مم (Av = 452 mm²)","b":true,"al":"center"},{"c":"C36","v":"كانات مغلقة محكمة لربط قطاع الشداد","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G36","v":"Av = 4 * 113.1 = 452.4 mm²","b":true,"al":"center"}]},{"r":37,"h":52.0,"cells":[{"c":"A37","v":"المسافة المحسوبة بين الكانات s_calc (mm):","b":true},{"c":"B37","v":0,"f":"=452.4 * 'إعدادات المشروع والتربة'!D14 * B19 / (B35 * 1000)","b":true,"al":"center"},{"c":"C37","v":"s = Av * fyt * ds / Vs","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G37","v":"المسافة الهندسية المحسوبة","b":true,"al":"center"}]},{"r":38,"h":52.0,"cells":[{"c":"A38","v":"أقصى مسافة مسموحة كودياً s_max (mm):","b":true},{"c":"B38","v":300,"f":"=MIN(B19/2, 300)","b":true,"al":"center"},{"c":"C38","v":"s_max = min(d/2, 300 mm)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G38","v":"الحد الأقصى للتباعد بين الكانات","b":true,"al":"center"}]},{"r":39,"h":52.0,"cells":[{"c":"A39","v":"المسافة المعتمدة المنفذة للكانات s_prov (mm):","b":true},{"c":"B39","v":125,"in":true,"b":true,"al":"center"},{"c":"C39","v":"تكثيف الكانات في منطقة القص الحرج","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G39","v":"تباعد الكانات المعتمد","b":true,"al":"center"}]},{"r":40,"h":52.0,"cells":[{"c":"A40","v":"التوصيف النهائي لكانات الشداد المنفذة:","b":true},{"c":"B40","v":"كانات مغلقة 4 أفرع قطر 12 مم كل 12.5 سم (8 كانات/متر طولي)","f":"=\"كانات مغلقة 4 أفرع قطر 12 مم كل 12.5 سم (8 كانات/متر طولي)\"","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C40","v":"توزيع كامل على طول كمرة الشداد","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G40","v":"آمن ومحقق كودياً 100%","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":41,"h":28.0,"cells":[{"c":"A41","v":""},{"c":"B41","v":""},{"c":"C41","v":""},{"c":"D41","v":""},{"c":"E41","v":""},{"c":"F41","v":""},{"c":"G41","v":""}]},{"r":42,"h":28.0,"cells":[{"c":"A42","v":""},{"c":"B42","v":""},{"c":"C42","v":""},{"c":"D42","v":""},{"c":"E42","v":""},{"c":"F42","v":""},{"c":"G42","v":""}]},{"r":43,"h":36.0,"cells":[{"c":"A43","v":"مهندس الأساسات والتربة (Geotechnical Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D43","v":"مهندس التصميم الإنشائي والمكتب الفني (Structural Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"G43","v":"المهندس الاستشاري المشرف (Supervising Consultant)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":44,"h":76.0,"cells":[{"c":"A44","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"D44","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"G44","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:"}]}]},{"name":"تسليح القواعد وفحوصات القص","maxRow":37,"maxCol":7,"colWidths":[24.0,38.0,18.0,22.0,22.0,22.0,20.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"تصميم تسليح القواعد العرضي وفحص قص الكمرات والقص الثاقب (Footing Reinforcement & Punching Checks)","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ السلوك الإنشائي للقواعد: تعمل قاعدة الجار ككابولي مزدوج في الاتجاه العرضي يرتكز على جانبي كمرة الشداد، بينما يتم نقل عزم الاتجاه الطولي كلياً عبر كمرة الشداد. في المقابل، تصمم قاعدة العمود الداخلي C2 كقاعدة منفصلة مربعة تقاوم العزوم وقوى القص الثاقب وفق الأصول الهندسية.","bg":"#FEF3C7","fg":"#475569","al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"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":"1. تصميم التسليح العرضي السفلي لقاعدة الجار Footing 1 (Transverse Cantilever Design)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":5,"h":72.0,"cells":[{"c":"A5","v":"بروز كابولي قاعدة الجار العرضي من وجه الشداد c1 (m):","b":true},{"c":"B5","v":1.25,"f":"=('تحليل الاتزان وأبعاد القواعد'!C26 - 'تصميم كمرة الشداد الإنشائية'!B5)/2","b":true,"al":"center"},{"c":"C5","v":"c1 = (B1 - bs) / 2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G5","v":"بروز الكابولي العرضي","b":true,"al":"center"}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":"إجهاد التربة المصعد تحت قاعدة الجار qu1 (kN/m²):","b":true},{"c":"B6","v":0,"f":"='تصميم كمرة الشداد الإنشائية'!B14 / 'تحليل الاتزان وأبعاد القواعد'!C27","b":true,"al":"center"},{"c":"C6","v":"qu1 = Ru1 / (L1 * B1)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G6","v":"إجهاد التلامس المصعد","b":true,"al":"center"}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":"العزم العرضي المصعد للمتر الطولي Mut1 (kN.m/m):","b":true},{"c":"B7","v":0,"f":"=B6 * B5^2 / 2","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C7","v":"Mut1 = qu1 * c1² / 2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G7","v":"عزم الانحناء العرضي الحاكم","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":8,"h":52.0,"cells":[{"c":"A8","v":"العمق الفعال لقاعدة الجار d1 (mm):","b":true},{"c":"B8","v":567,"f":"='تصميم كمرة الشداد الإنشائية'!B7*1000 - 'إعدادات المشروع والتربة'!D17 - 16/2","b":true,"al":"center"},{"c":"C8","v":"d1 = t1 - dc - phi/2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G8","v":"العمق الفعال للحديد العرضي","b":true,"al":"center"}]},{"r":9,"h":72.0,"cells":[{"c":"A9","v":"مساحة حديد التسليح العرضي المطلوب Ast1,req (mm²/m):","b":true},{"c":"B9","v":0,"f":"=B7*10^6 / ('إعدادات المشروع والتربة'!D18 * 'إعدادات المشروع والتربة'!D13 * 0.90 * B8)","b":true,"al":"center"},{"c":"C9","v":"Ast1 = Mut1 / (phi_b * fy * 0.9 * d1)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G9","v":"الحديد العرضي النظري","b":true,"al":"center"}]},{"r":10,"h":52.0,"cells":[{"c":"A10","v":"الحد الأدنى لحديد التسليح العرضي Ast1,min (mm²/m):","b":true},{"c":"B10","v":1170.0,"f":"=0.0018 * 1000 * 'تصميم كمرة الشداد الإنشائية'!B7*1000","b":true,"al":"center"},{"c":"C10","v":"Ast,min = 0.0018 * b * t1 (SBC 304)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G10","v":"تسليح الانكماش والحرارة الأدنى","b":true,"al":"center"}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":"التسليح العرضي السفلي المنفذ لقاعدة الجار:","b":true},{"c":"B11","v":"7 أسياخ قطر 16 مم لكل متر طولي (As = 1,408 mm²/m)","f":"=\"7 أسياخ قطر 16 مم لكل متر طولي (As = \" & TEXT(7*201.1,\"0\") & \" mm²/m)\"","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C11","v":"توزيع منتظم على كامل طول القاعدة L1","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G11","v":"آمن ومحقق بنسبة كفاءة ممتازة","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":"التسليح الطولي الثانوي السفلي لقاعدة الجار:","b":true},{"c":"B12","v":"6 أسياخ قطر 14 مم لكل متر طولي (As = 923 mm²/m)","f":"=\"6 أسياخ قطر 14 مم لكل متر طولي (As = \" & TEXT(6*153.9,\"0\") & \" mm²/m)\"","b":true,"al":"center"},{"c":"C12","v":"حديد توزيع وطولي أسفل كمرة الشداد","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G12","v":"محقق كودياً","b":true,"al":"center"}]},{"r":13,"h":28.0,"cells":[{"c":"A13","v":""},{"c":"B13","v":""},{"c":"C13","v":""},{"c":"D13","v":""},{"c":"E13","v":""},{"c":"F13","v":""},{"c":"G13","v":""}]},{"r":14,"h":38.0,"cells":[{"c":"A14","v":"2. تصميم تسليح قاعدة العمود الداخلي Footing 2 (Interior Footing Design)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":15,"h":52.0,"cells":[{"c":"A15","v":"سمك قاعدة العمود الداخلي المعتمد t2 (m):","b":true},{"c":"B15","v":0.7,"in":true,"b":true,"al":"center"},{"c":"C15","v":"سمك خرسانة القاعدة المربعة","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G15","v":"سمك القاعدة الداخلية","b":true,"al":"center"}]},{"r":16,"h":52.0,"cells":[{"c":"A16","v":"العمق الفعال لقاعدة الداخلي d2 (mm):","b":true},{"c":"B16","v":617,"f":"=B15*1000 - 'إعدادات المشروع والتربة'!D17 - 16/2","b":true,"al":"center"},{"c":"C16","v":"d2 = t2 - dc - phi/2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G16","v":"العمق الفعال لـ C2","b":true,"al":"center"}]},{"r":17,"h":52.0,"cells":[{"c":"A17","v":"بروز كابولي قاعدة الداخلي من وجه العمود c2 (m):","b":true},{"c":"B17","v":1.25,"f":"=('تحليل الاتزان وأبعاد القواعد'!C31 - 'تحليل الاتزان وأبعاد القواعد'!G15)/2","b":true,"al":"center"},{"c":"C17","v":"c2 = (B2 - a2) / 2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G17","v":"بروز متماثل في الاتجاهين","b":true,"al":"center"}]},{"r":18,"h":52.0,"cells":[{"c":"A18","v":"إجهاد التربة المصعد تحت قاعدة الداخلي qu2 (kN/m²):","b":true},{"c":"B18","v":0,"f":"='تحليل الاتزان وأبعاد القواعد'!G14 / 'تحليل الاتزان وأبعاد القواعد'!C32","b":true,"al":"center"},{"c":"C18","v":"qu2 = Pu2 / A2,act","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G18","v":"إجهاد منتظم مصعد","b":true,"al":"center"}]},{"r":19,"h":52.0,"cells":[{"c":"A19","v":"عزم الانحناء المصعد للمتر الطولي Mut2 (kN.m/m):","b":true},{"c":"B19","v":0,"f":"=B18 * B17^2 / 2","b":true,"al":"center"},{"c":"C19","v":"Mut2 = qu2 * c2² / 2","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G19","v":"عزم الانحناء الحاكم","b":true,"al":"center"}]},{"r":20,"h":72.0,"cells":[{"c":"A20","v":"حديد التسليح السفلي المطلوب لقاعدة الداخلي Ast2 (mm²/m):","b":true},{"c":"B20","v":0,"f":"=B19*10^6 / ('إعدادات المشروع والتربة'!D18 * 'إعدادات المشروع والتربة'!D13 * 0.90 * B16)","b":true,"al":"center"},{"c":"C20","v":"Ast2 = Mut2 / (phi_b * fy * 0.9 * d2)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G20","v":"الحديد المطلوب للمتر","b":true,"al":"center"}]},{"r":21,"h":52.0,"cells":[{"c":"A21","v":"التسليح السفلي المنفذ بالاتجاهين (فرش وغطاء):","b":true},{"c":"B21","v":"7 أسياخ قطر 16 مم لكل متر طولي بالاتجاهين (As = 1,408 mm²/m)","f":"=\"7 أسياخ قطر 16 مم لكل متر طولي بالاتجاهين (As = \" & TEXT(7*201.1,\"0\") & \" mm²/m)\"","bg":"#DBEAFE","b":true,"al":"center"},{"c":"C21","v":"شبكة سفلية متعامدة متماثلة","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G21","v":"آمن ومحقق كودياً 100%","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":22,"h":28.0,"cells":[{"c":"A22","v":""},{"c":"B22","v":""},{"c":"C22","v":""},{"c":"D22","v":""},{"c":"E22","v":""},{"c":"F22","v":""},{"c":"G22","v":""}]},{"r":23,"h":38.0,"cells":[{"c":"A23","v":"3. التحقق من قص الكمرات العريضة والقص الثاقب (One-Way & Punching Shear Checks)","bg":"#1E3A8A","fg":"#FFFFFF","b":true,"al":"center","cs":7},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":24,"h":52.0,"cells":[{"c":"A24","v":"قص كمرات قاعدة الجار على مسافة d1 من وجه الشداد Vu,beam1 (kN/m):","b":true},{"c":"B24","v":0,"f":"=B6 * (B5 - B8/1000)","b":true,"al":"center"},{"c":"C24","v":"Vu1 = qu1 * (c1 - d1)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G24","v":"قص المتر الطولي","b":true,"al":"center"}]},{"r":25,"h":52.0,"cells":[{"c":"A25","v":"مقاومة الخرسانة للقص أحادي الاتجاه phi_Vc1 (kN/m):","b":true},{"c":"B25","v":395.96233,"f":"='إعدادات المشروع والتربة'!D19 * 0.17 * SQRT('إعدادات المشروع والتربة'!D12) * 1000 * B8 / 1000","b":true,"al":"center"},{"c":"C25","v":"phi_Vc = phi_v * 0.17 * sqrt(f'c) * b * d","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G25","v":"آمن ومحقق كودياً (Safe)","f":"=IF(B24<=B25, \"آمن ومحقق كودياً (Safe)\", \"غير آمن - يلزم زيادة السمك\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":26,"h":72.0,"cells":[{"c":"A26","v":"قص كمرات قاعدة الداخلي على مسافة d2 من وجه العمود Vu,beam2 (kN/m):","b":true},{"c":"B26","v":0,"f":"=B18 * (B17 - B16/1000)","b":true,"al":"center"},{"c":"C26","v":"Vu2 = qu2 * (c2 - d2)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G26","v":"قص كمرات C2","b":true,"al":"center"}]},{"r":27,"h":52.0,"cells":[{"c":"A27","v":"مقاومة الخرسانة للقص أحادي الاتجاه لـ C2 (kN/m):","b":true},{"c":"B27","v":430.879643,"f":"='إعدادات المشروع والتربة'!D19 * 0.17 * SQRT('إعدادات المشروع والتربة'!D12) * 1000 * B16 / 1000","b":true,"al":"center"},{"c":"C27","v":"phi_Vc = phi_v * 0.17 * sqrt(f'c) * b * d","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G27","v":"آمن ومحقق كودياً (Safe)","f":"=IF(B26<=B27, \"آمن ومحقق كودياً (Safe)\", \"غير آمن - يلزم زيادة السمك\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":28,"h":72.0,"cells":[{"c":"A28","v":"المحيط الحرج للقص الثاقب حول العمود الداخلي bo,C2 (mm):","b":true},{"c":"B28","v":4468,"f":"=2*('تحليل الاتزان وأبعاد القواعد'!G15*1000 + B16) + 2*('تحليل الاتزان وأبعاد القواعد'!G16*1000 + B16)","b":true,"al":"center"},{"c":"C28","v":"bo = 2*(a2 + d2) + 2*(b2 + d2)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G28","v":"محيط ثاقب على مسافة d/2","b":true,"al":"center"}]},{"r":29,"h":52.0,"cells":[{"c":"A29","v":"مساحة المحيط الحرج للثقب A_punch (m²):","b":true},{"c":"B29","v":1.247689,"f":"=('تحليل الاتزان وأبعاد القواعد'!G15 + B16/1000) * ('تحليل الاتزان وأبعاد القواعد'!G16 + B16/1000)","b":true,"al":"center"},{"c":"C29","v":"A_punch = (a2+d2)*(b2+d2)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G29","v":"مساحة القطاع الحرج","b":true,"al":"center"}]},{"r":30,"h":52.0,"cells":[{"c":"A30","v":"قوة القص الثاقب المصعدة الصافية Vu,punch (kN):","b":true},{"c":"B30","v":0,"f":"='تحليل الاتزان وأبعاد القواعد'!G14 - B18 * B29","b":true,"al":"center"},{"c":"C30","v":"Vu,punch = Pu2 - qu2 * A_punch","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G30","v":"القوة الثاقبة الصافية","b":true,"al":"center"}]},{"r":31,"h":52.0,"cells":[{"c":"A31","v":"إجهاد القص الثاقب الفعلي vu,act (MPa):","b":true},{"c":"B31","v":0,"f":"=B30 * 1000 / (B28 * B16)","b":true,"al":"center"},{"c":"C31","v":"vu = Vu,punch / (bo * d2)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G31","v":"إجهاد القص الثاقب المؤثر","b":true,"al":"center"}]},{"r":32,"h":52.0,"cells":[{"c":"A32","v":"إجهاد القص الثاقب المسموح كودياً phi_vc (MPa):","b":true},{"c":"B32","v":1.355613,"f":"='إعدادات المشروع والتربة'!D19 * 0.33 * SQRT('إعدادات المشروع والتربة'!D12)","b":true,"al":"center"},{"c":"C32","v":"phi_vc = phi_v * 0.33 * sqrt(f'c) (SBC 304)","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G32","v":"آمن ومحقق (Punching Safe)","f":"=IF(B31<=B32, \"آمن ومحقق (Punching Safe)\", \"غير آمن - يلزم زيادة السمك\")","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":33,"h":52.0,"cells":[{"c":"A33","v":"التحقق من القص الثاقب لعمود الجار C1:","b":true},{"c":"B33","v":"كمرة الشداد الجاسئة تمنع الثقب تماماً (No Punching Failure in C1)","b":true,"al":"center"},{"c":"C33","v":"تنتقل قوى عمود الجار مباشرة كقص في كمرة الشداد","cs":4},{"skip":true},{"skip":true},{"skip":true},{"c":"G33","v":"محقق تلقائياً بوجود كمرة الشداد","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":34,"h":28.0,"cells":[{"c":"A34","v":""},{"c":"B34","v":""},{"c":"C34","v":""},{"c":"D34","v":""},{"c":"E34","v":""},{"c":"F34","v":""},{"c":"G34","v":""}]},{"r":35,"h":28.0,"cells":[{"c":"A35","v":""},{"c":"B35","v":""},{"c":"C35","v":""},{"c":"D35","v":""},{"c":"E35","v":""},{"c":"F35","v":""},{"c":"G35","v":""}]},{"r":36,"h":36.0,"cells":[{"c":"A36","v":"مهندس الأساسات والتربة (Geotechnical Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D36","v":"مهندس التصميم الإنشائي والمكتب الفني (Structural Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"G36","v":"المهندس الاستشاري المشرف (Supervising Consultant)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":37,"h":76.0,"cells":[{"c":"A37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"D37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"G37","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:"}]}]},{"name":"تفريد الحديد BBS والمقايسة","maxRow":33,"maxCol":9,"colWidths":[16.0,56.0,18.0,22.0,20.0,24.0,28.0,18.0,24.0],"rows":[{"r":1,"h":54.0,"cells":[{"c":"A1","v":"جدول تفريد حديد التسليح BBS ومقايسة كميات وتكاليف قاعدة الجار والشداد (BBS & BOQ)","bg":"#DBEAFE","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":2,"h":56.0,"cells":[{"c":"A2","v":"⚠️ جدول حصر وتفريد تفصيلي: تم احتساب أطوال الأسياخ بدقة طبقاً لتفاصيل الأشكال القياسية مع إضافة الجنشات وأطوال التماسك الكودية (Development Length Ld). ترتبط فئات الأسعار أدناه بتبويب الإعدادات المركزي لتحديث التكاليف الإجمالية تلقائياً.","bg":"#FEF3C7","fg":"#475569","al":"center","cs":9},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true}]},{"r":3,"h":28.0,"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":"1. جدول تفريد حديد التسليح التفصيلي (Bar Bending Schedule - BBS)","bg":"#1E3A8A","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":5,"h":40.0,"cells":[{"c":"A5","v":"علامة السيخ","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B5","v":"توصيف وموقع السيخ بالهيكل","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C5","v":"شكل التفريد الكودي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D5","v":"القطر (مم)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E5","v":"العدد الإجمالي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F5","v":"طول السيخ (م)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G5","v":"إجمالي الأطوال (م)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H5","v":"وزن المتر (كجم/م)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I5","v":"إجمالي الوزن (كجم)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":6,"h":52.0,"cells":[{"c":"A6","v":"MB-01","al":"center"},{"c":"B6","v":"حديد علوي رئيسي لكمرة الشداد (Strap Beam Top Main)","al":"center"},{"c":"C6","v":"زاوية قائمة بطرفين مع جنش 90°","al":"center"},{"c":"D6","v":25,"in":true,"al":"center"},{"c":"E6","v":8,"in":true,"al":"center"},{"c":"F6","v":7.8,"in":true,"al":"center"},{"c":"G6","v":62.4,"f":"=E6*F6","al":"center"},{"c":"H6","v":3.858025,"f":"=D6^2/162","al":"center"},{"c":"I6","v":240.74076,"f":"=G6*H6","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":7,"h":52.0,"cells":[{"c":"A7","v":"MB-02","al":"center"},{"c":"B7","v":"حديد سفلي اسمي لكمرة الشداد (Strap Beam Bottom)","al":"center"},{"c":"C7","v":"مستقيم مع رجلين قائمة 90°","al":"center"},{"c":"D7","v":20,"in":true,"al":"center"},{"c":"E7","v":4,"in":true,"al":"center"},{"c":"F7","v":7.6,"in":true,"al":"center"},{"c":"G7","v":30.4,"f":"=E7*F7","al":"center"},{"c":"H7","v":2.469136,"f":"=D7^2/162","al":"center"},{"c":"I7","v":75.061734,"f":"=G7*H7","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":8,"h":34.0,"cells":[{"c":"A8","v":"MB-03","al":"center"},{"c":"B8","v":"براندات انكماش جوانب كمرة الشداد (Side Skin)","al":"center"},{"c":"C8","v":"مستقيم بطول الشداد","al":"center"},{"c":"D8","v":14,"in":true,"al":"center"},{"c":"E8","v":6,"in":true,"al":"center"},{"c":"F8","v":7,"in":true,"al":"center"},{"c":"G8","v":42,"f":"=E8*F8","al":"center"},{"c":"H8","v":1.209877,"f":"=D8^2/162","al":"center"},{"c":"I8","v":50.814834,"f":"=G8*H8","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":9,"h":52.0,"cells":[{"c":"A9","v":"MB-04","al":"center"},{"c":"B9","v":"كانات كمرة الشداد 4 أفرع (Strap 4-Leg Stirrups)","al":"center"},{"c":"C9","v":"كانة مغلقة مزدوجة بقفل 135°","al":"center"},{"c":"D9","v":12,"in":true,"al":"center"},{"c":"E9","v":48,"in":true,"al":"center"},{"c":"F9","v":3.1,"in":true,"al":"center"},{"c":"G9","v":148.8,"f":"=E9*F9","al":"center"},{"c":"H9","v":0.888889,"f":"=D9^2/162","al":"center"},{"c":"I9","v":132.266683,"f":"=G9*H9","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":10,"h":34.0,"cells":[{"c":"A10","v":"MB-05","al":"center"},{"c":"B10","v":"فرش عرضي سفلي قاعدة الجار (Footing 1 Transverse)","al":"center"},{"c":"C10","v":"حرف U مع رجلين 50 سم","al":"center"},{"c":"D10","v":16,"in":true,"al":"center"},{"c":"E10","v":14,"in":true,"al":"center"},{"c":"F10","v":3.8,"in":true,"al":"center"},{"c":"G10","v":53.2,"f":"=E10*F10","al":"center"},{"c":"H10","v":1.580247,"f":"=D10^2/162","al":"center"},{"c":"I10","v":84.06914,"f":"=G10*H10","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":11,"h":34.0,"cells":[{"c":"A11","v":"MB-06","al":"center"},{"c":"B11","v":"غطاء طولي سفلي قاعدة الجار (Footing 1 Longitudinal)","al":"center"},{"c":"C11","v":"مستقيم مع رجلين 40 سم","al":"center"},{"c":"D11","v":14,"in":true,"al":"center"},{"c":"E11","v":18,"in":true,"al":"center"},{"c":"F11","v":2.7,"in":true,"al":"center"},{"c":"G11","v":48.6,"f":"=E11*F11","al":"center"},{"c":"H11","v":1.209877,"f":"=D11^2/162","al":"center"},{"c":"I11","v":58.800022,"f":"=G11*H11","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":12,"h":34.0,"cells":[{"c":"A12","v":"MB-07","al":"center"},{"c":"B12","v":"فرش سفلي قاعدة العمود الداخلي (Footing 2 Bottom X)","al":"center"},{"c":"C12","v":"حرف U مع رجلين 50 سم","al":"center"},{"c":"D12","v":16,"in":true,"al":"center"},{"c":"E12","v":22,"in":true,"al":"center"},{"c":"F12","v":3.8,"in":true,"al":"center"},{"c":"G12","v":83.6,"f":"=E12*F12","al":"center"},{"c":"H12","v":1.580247,"f":"=D12^2/162","al":"center"},{"c":"I12","v":132.108649,"f":"=G12*H12","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":13,"h":34.0,"cells":[{"c":"A13","v":"MB-08","al":"center"},{"c":"B13","v":"غطاء سفلي قاعدة العمود الداخلي (Footing 2 Bottom Y)","al":"center"},{"c":"C13","v":"حرف U مع رجلين 50 سم","al":"center"},{"c":"D13","v":16,"in":true,"al":"center"},{"c":"E13","v":22,"in":true,"al":"center"},{"c":"F13","v":3.8,"in":true,"al":"center"},{"c":"G13","v":83.6,"f":"=E13*F13","al":"center"},{"c":"H13","v":1.580247,"f":"=D13^2/162","al":"center"},{"c":"I13","v":132.108649,"f":"=G13*H13","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":14,"h":52.0,"cells":[{"c":"A14","v":"MB-09","al":"center"},{"c":"B14","v":"كراسي حديد وسياخ تظبيط مناسيب (Chairs & Spacers)","al":"center"},{"c":"C14","v":"كرسي بارتفاع مناسب مع أرجل ارتكاز","al":"center"},{"c":"D14","v":16,"in":true,"al":"center"},{"c":"E14","v":16,"in":true,"al":"center"},{"c":"F14","v":2.4,"in":true,"al":"center"},{"c":"G14","v":38.4,"f":"=E14*F14","al":"center"},{"c":"H14","v":1.580247,"f":"=D14^2/162","al":"center"},{"c":"I14","v":60.681485,"f":"=G14*H14","bg":"#DBEAFE","b":true,"al":"center"}]},{"r":15,"h":40.0,"cells":[{"c":"A15","v":"إجمالي وزن حديد التسليح لقاعدة الجار وقاعدة الداخلي والشداد (Total Rebar Weight):","bg":"#EFF6FF","b":true,"al":"left","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I15","v":966.651956,"f":"=SUM(I6:I14)","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"center"}]},{"r":16,"h":36.0,"cells":[{"c":"A16","v":"إجمالي وزن حديد التسليح بالطن (Total Rebar in Metric Tons):","bg":"#EFF6FF","b":true,"al":"left","cs":8},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"I16","v":0.966652,"f":"=I15/1000","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"}]},{"r":17,"h":28.0,"cells":[{"c":"A17","v":""},{"c":"B17","v":""},{"c":"C17","v":""},{"c":"D17","v":""},{"c":"E17","v":""},{"c":"F17","v":""},{"c":"G17","v":""},{"c":"H17","v":""},{"c":"I17","v":""}]},{"r":18,"h":38.0,"cells":[{"c":"A18","v":"2. مقايسة بنود الأعمال والتكاليف الإجمالية للأساسات (Bill of Quantities - BOQ)","bg":"#1E3A8A","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":19,"h":40.0,"cells":[{"c":"A19","v":"بند","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"B19","v":"بيان وتوصيف أعمال المقايسة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"C19","v":"الوحدة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"D19","v":"الكمية المحصورة","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"E19","v":"فئة السعر (ر.س)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"F19","v":"الإجمالي المالي (ر.س)","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"G19","v":"المرجع الحسابي","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"H19","v":"نسبة التكلفة %","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"},{"c":"I19","v":"ملاحظات التنفيذ","bg":"#1E40AF","fg":"#FFFFFF","b":true,"al":"center"}]},{"r":20,"h":52.0,"cells":[{"c":"A20","v":"1","al":"center"},{"c":"B20","v":"أعمال الحفر الميكانيكي الشامل لزوم تأسيس قاعدتي الجار والداخلي ومسار الشداد","al":"center"},{"c":"C20","v":"م³","al":"center"},{"c":"D20","v":70,"f":"=ROUND(('تحليل الاتزان وأبعاد القواعد'!C23+1.0)*('تحليل الاتزان وأبعاد القواعد'!C26+1.0)*'إعدادات المشروع والتربة'!D20 + ('تحليل الاتزان وأبعاد القواعد'!C31+1.0)*('تحليل الاتزان وأبعاد القواعد'!C31+1.0)*'إعدادات المشروع والتربة'!D20, 1)","al":"center"},{"c":"E20","v":28,"f":"='إعدادات المشروع والتربة'!D24","al":"center"},{"c":"F20","v":1960,"f":"=D20*E20","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G20","v":"حفر وتطهير حتى منسوب التأسيس","al":"center"},{"c":"H20","v":0,"f":"=F20/$F$26","al":"center","nf":"0.0%"},{"c":"I20","v":"يشمل نقل المخلفات للمقالب العمومية","al":"center"}]},{"r":21,"h":34.0,"cells":[{"c":"A21","v":"2","al":"center"},{"c":"B21","v":"خرسانة عادية نظافة C15 بسمك 10 سم ببروز 10 سم حول القواعد والشداد","al":"center"},{"c":"C21","v":"م³","al":"center"},{"c":"D21","v":1.65,"f":"=ROUND(('تحليل الاتزان وأبعاد القواعد'!C27*0.10) + ('تحليل الاتزان وأبعاد القواعد'!C32*0.10) + ('تصميم كمرة الشداد الإنشائية'!B5*('تحليل الاتزان وأبعاد القواعد'!C17-'تحليل الاتزان وأبعاد القواعد'!C23/2-'تحليل الاتزان وأبعاد القواعد'!C31/2)*0.10), 2)","al":"center"},{"c":"E21","v":210,"f":"='إعدادات المشروع والتربة'!D25","al":"center"},{"c":"F21","v":346.5,"f":"=D21*E21","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G21","v":"صب فرشة نظافة مستوية","al":"center"},{"c":"H21","v":0,"f":"=F21/$F$26","al":"center","nf":"0.0%"},{"c":"I21","v":"معالجة بالمياه لمدة 3 أيام","al":"center"}]},{"r":22,"h":52.0,"cells":[{"c":"A22","v":"3","al":"center"},{"c":"B22","v":"خرسانة مسلحة جاهزة C30 مقاومة للأملاح SRC لقاعدتي الجار والداخلي وكمرة الشداد","al":"center"},{"c":"C22","v":"م³","al":"center"},{"c":"D22","v":11.85,"f":"=ROUND(('تحليل الاتزان وأبعاد القواعد'!C27*'تصميم كمرة الشداد الإنشائية'!B7) + ('تحليل الاتزان وأبعاد القواعد'!C32*'تسليح القواعد وفحوصات القص'!B15) + ('تصميم كمرة الشداد الإنشائية'!B5*'تصميم كمرة الشداد الإنشائية'!B6*('تحليل الاتزان وأبعاد القواعد'!C17-'تحليل الاتزان وأبعاد القواعد'!C23/2-'تحليل الاتزان وأبعاد القواعد'!C31/2)), 2)","al":"center"},{"c":"E22","v":295,"f":"='إعدادات المشروع والتربة'!D26","al":"center"},{"c":"F22","v":3495.75,"f":"=D22*E22","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G22","v":"صب ميكانيكي بالبمب والهزازات","al":"center"},{"c":"H22","v":0,"f":"=F22/$F$26","al":"center","nf":"0.0%"},{"c":"I22","v":"أخذ 6 مكعبات لكل 50 م³","al":"center"}]},{"r":23,"h":52.0,"cells":[{"c":"A23","v":"4","al":"center"},{"c":"B23","v":"حديد تسليح عالي المقاومة مشمل التوريد والتفريد والتشكيل والتركيب بالهيكل","al":"center"},{"c":"C23","v":"طن","al":"center"},{"c":"D23","v":0.97,"f":"=ROUND(I16, 2)","al":"center"},{"c":"E23","v":3250,"f":"='إعدادات المشروع والتربة'!D27","al":"center"},{"c":"F23","v":3152.5,"f":"=D23*E23","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G23","v":"طبقاً لجدول تفريد BBS","al":"center"},{"c":"H23","v":0,"f":"=F23/$F$26","al":"center","nf":"0.0%"},{"c":"I23","v":"استخدام بسكويت خرساني 75 مم","al":"center"}]},{"r":24,"h":52.0,"cells":[{"c":"A24","v":"5","al":"center"},{"c":"B24","v":"عزل مائي بيتوميني مطاطي مؤكسد طبقتين لكافة الأسطح الخرسانية الملامسة للتربة","al":"center"},{"c":"C24","v":"م²","al":"center"},{"c":"D24","v":36.5,"f":"=ROUND(('تحليل الاتزان وأبعاد القواعد'!C27 + 2*('تحليل الاتزان وأبعاد القواعد'!C23+'تحليل الاتزان وأبعاد القواعد'!C26)*'تصميم كمرة الشداد الإنشائية'!B7) + ('تحليل الاتزان وأبعاد القواعد'!C32 + 4*'تحليل الاتزان وأبعاد القواعد'!C31*'تسليح القواعد وفحوصات القص'!B15) + 2*('تصميم كمرة الشداد الإنشائية'!B6*('تحليل الاتزان وأبعاد القواعد'!C17-'تحليل الاتزان وأبعاد القواعد'!C23/2-'تحليل الاتزان وأبعاد القواعد'!C31/2)), 1)","al":"center"},{"c":"E24","v":26,"f":"='إعدادات المشروع والتربة'!D28","al":"center"},{"c":"F24","v":949,"f":"=D24*E24","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G24","v":"دهان عازل وجهين متعامدين","al":"center"},{"c":"H24","v":0,"f":"=F24/$F$26","al":"center","nf":"0.0%"},{"c":"I24","v":"حماية العزل بألواح حماية","al":"center"}]},{"r":25,"h":52.0,"cells":[{"c":"A25","v":"6","al":"center"},{"c":"B25","v":"أعمال الردم بأتربة نظيفة معتمدة على طبقات 25 سم مع الرش والدمك الميكانيكي","al":"center"},{"c":"C25","v":"م³","al":"center"},{"c":"D25","v":56.5,"f":"=ROUND(D20 - D21 - D22, 1)","al":"center"},{"c":"E25","v":22,"f":"='إعدادات المشروع والتربة'!D29","al":"center"},{"c":"F25","v":1243,"f":"=D25*E25","bg":"#DBEAFE","b":true,"al":"center"},{"c":"G25","v":"ردم هندسي مدموك","al":"center"},{"c":"H25","v":0,"f":"=F25/$F$26","al":"center","nf":"0.0%"},{"c":"I25","v":"فحص كثافة موقعية Sand Cone >= 95%","al":"center"}]},{"r":26,"h":40.0,"cells":[{"c":"A26","v":"إجمالي التكلفة المباشرة لتنفيذ الأساسات (Total Direct Cost):","bg":"#EFF6FF","b":true,"al":"left","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F26","v":11146.75,"f":"=SUM(F20:F25)","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"center"},{"c":"G26","v":"تكلفة التوريد والمصنعيات المباشرة","al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":27,"h":34.0,"cells":[{"c":"A27","v":"مصاريف إدارية وموقع وطوارئ غير مباشرة (Indirect & Contingency 10%):","al":"left","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F27","v":1114.675,"f":"=F26 * 0.10","al":"center"},{"c":"G27","v":"إشراف ومعدات وهالك موقعي","al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":28,"h":34.0,"cells":[{"c":"A28","v":"ضريبة القيمة المضافة (Value Added Tax - VAT 15%):","al":"left","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F28","v":1839.21375,"f":"=(F26 + F27) * 0.15","al":"center"},{"c":"G28","v":"ضريبة القيمة المضافة النظامية","al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":29,"h":44.0,"cells":[{"c":"A29","v":"التكلفة الإجمالية النهائية شاملة الضريبة (Grand Total Project Cost):","bg":"#DBEAFE","fg":"#1E3A8A","b":true,"al":"left","cs":5},{"skip":true},{"skip":true},{"skip":true},{"skip":true},{"c":"F29","v":14100.63875,"f":"=F26 + F27 + F28","bg":"#DCFCE7","fg":"#166534","b":true,"al":"center"},{"c":"G29","v":"القيمة الإجمالية شاملة الضريبة (ريال سعودي SAR)","f":"=\"القيمة الإجمالية شاملة الضريبة (\" & 'إعدادات المشروع والتربة'!F8 & \")\"","bg":"#DBEAFE","b":true,"al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":30,"h":28.0,"cells":[{"c":"A30","v":""},{"c":"B30","v":""},{"c":"C30","v":""},{"c":"D30","v":""},{"c":"E30","v":""},{"c":"F30","v":""},{"c":"G30","v":""},{"c":"H30","v":""},{"c":"I30","v":""}]},{"r":31,"h":28.0,"cells":[{"c":"A31","v":""},{"c":"B31","v":""},{"c":"C31","v":""},{"c":"D31","v":""},{"c":"E31","v":""},{"c":"F31","v":""},{"c":"G31","v":""},{"c":"H31","v":""},{"c":"I31","v":""}]},{"r":32,"h":36.0,"cells":[{"c":"A32","v":"مهندس الأساسات والتربة (Geotechnical Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"D32","v":"مهندس التصميم الإنشائي والمكتب الفني (Structural Engineer)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true},{"c":"G32","v":"المهندس الاستشاري المشرف (Supervising Consultant)","bg":"#EFF6FF","fg":"#1E3A8A","b":true,"al":"center","cs":3},{"skip":true},{"skip":true}]},{"r":33,"h":76.0,"cells":[{"c":"A33","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"D33","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true},{"c":"G33","v":"الاسم والتوقيع:\nرقم الاعتماد المهني:\nالتاريخ والختم الرسمي:","cs":3},{"skip":true},{"skip":true}]}]}]}