إن إمكانية تحضير البيتون المسلح باستعمال المواد المحلية من( اسمنت - حصويات - حديد التسليح) و بالشروط المثالية يمكننا من إنتاج بيتون يحقق متطلبات الكود العربي السوري ، لكن ضمن ورشات البناء الهندسية لا يمكن تأمين هكذا شروط، و التي لها تأثير على خواص المواد المستخدمة من جهة و على العمل المشترك بين البيتون و حديد التسليح، أي على السلوك الإنشائي للعنصر الهندسي و خاصة في مرحلة الاستثمار و الذي قد يتجاوز الحدود المعتمدة من جهة ثانية، لذالك كان من الضروري تصحيح علاقة الكود العربي السوري الخاصة بالسهم و ايجاد المعاملات و الصيغ الرياضية المناسبة بما يضمن السلامة الإنشائية للعناصر البيتونية المسلحة المعرضة للانعطاف و المصبوبة بظروف ورشات البناء في الجمهورية العربية السورية.
The equipment of reinforced concrete by using native materials
(cement-aggregates-steel) in ideal conditions help us producing
concrete that consummate the Syrian Arab Code conditions, but
these are not found in Engineering Structure workshop that have
affection of characters used materials in one hand, and these
behavior in the common work with steel –Structural behavior of
Engineering member espial in serviceability stage, that may be
expose accepted limits in other hand . So it is necessary to correct
the Syrian Arab Code's formulas of deformation and finding
suitable mathematical factors and formulas that insure structural
safety for reinforced concrete members under bending moment that casted in structure workshop circumstances in Syrian Arab
Republic.
References used
K.WIGHT,J,2005-Building Code Requirements for structural concrete commentary.American concrete institute,318M USA,436P
STANDARD BOARD,1997-Britch standard concrete part2 methods for specifying concrete mixes. Sideline ,issue 2 margin,28p
ZAIN ALANI,A,1987- Iraqi Building code Requirements for reinforced concrete .scientific research council,issue1Baghdad,68p
CVEN 444, January 25, 2002- Concrete Mixing and Proportioning. New York,55p
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