DEFLECTION OF STRAIGHT AND CAMBERED BEAMS MEASURED DURING FOURTEEN HOURS PER DAY

الشريط الجانبي للمقالة

pdf (الإنجليزية)
منشور: 2006-12-01
DOI: https://doi.org/10.31026/j.eng.2006.04.15
الكلمات المفتاحية:
camber, deflection, load test, peak, straight.

محتوى المقالة الرئيسي

Kanaan Sliwo Youkhanna Athuraia

الملخص

Straight and camber beams in portal frames [Footings + Columns + Beams] were studied. Deflection for period of fourteen hours in a day was measured for ten days. Peak value of deflection within a day is predicted for each one of the beams under a sustained load uniformly distributed. It is suggested that the load test is to be performed during critical period, within a day, that gives peak deflection.

تفاصيل المقالة

إصدار

مجلد 12 عدد 04 (2006): Journal of Engineering

القسم

Articles
Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

 
 

كيفية الاقتباس

"DEFLECTION OF STRAIGHT AND CAMBERED BEAMS MEASURED DURING FOURTEEN HOURS PER DAY" (2006) مجلة الهندسة, 12(04), ص 1103–1110. doi:10.31026/j.eng.2006.04.15.

المراجع

“Building Code Requirements For Structural Concrete”, ACI 318M-2002, and Commentary –ACI 318MR-2002, American Institute, Detroit, Michigan.

CEB-FIB Model Code for Concrete Structures, 3rd Edition, 1978.

“Iraqi Building Code Requirements for Reinforced Concrete”, Code 1/ 1987, Building Research Center, Scientific Research Council.

Salvadori and Heller, “Structure in Architecture ”, Prentice - Hall, Inc., Englewood Cliffs, NewJersey.

Shasha, Kais A. O., “ Control of Camber of Concrete Beams to Minimize Steel Reinforcement ”, M. Sc. Thesis, University of Baghdad, 1990.

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