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Structural Analysis of deflection for members under bending moment in that casted in structure workshop circumstances in Syrian Arab Republic

التحليل الإنشائي لحد التشكل للعناصر المعرضة للانعطاف في مرحلة الاستثمار و المصبوبة بظروف الورشة في الجمهورية العربية السورية

1551   1   10   0 ( 0 )
 Publication date 2014
  fields Civil Engineering
and research's language is العربية
 Created by Shamra Editor




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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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