Deflection of straight and cambered beams measured during fourteen hours per day

Author

Athuraia, Kanan Sliwo Youkhanna

Source

Journal of Engineering

Issue

Vol. 12, Issue 4 (31 Dec. 2006), pp.1103-1110, 8 p.

Publisher

University of Baghdad College of Engineering

Publication Date

2006-12-31

Country of Publication

Iraq

No. of Pages

8

Main Subjects

Civil Engineering

Abstract AR

تمت دراسة عتبات مستقيمة و مقوسة (Camber) ضمن هياكل حاملة حقيقية [أسس + أعمدة + عتبات].

تم قياس الانحراف (الأود) لفترة أربع عشرة ساعة باليوم و لمدة عشرة أيام. تم الحصول على القيمة العظمى (Peak) للانحراف (الأود) ضمن اليوم و لكل عتبة تحت حمل مستمر موزع بالتساوي (Uniformly Distributed Load). يمكن أن نقترح بأن يتم عمل فحص التحميل (Load Test) خلال الفترة الحرجة ضمن اليوم و التي تعطي أعظم انحراف (أود).

Abstract EN

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 sustainedload uniformly distributed.

It is suggested that the load test is to be performed during critical period, within a day, thatgives peak deflection.

American Psychological Association (APA)

Athuraia, Kanan Sliwo Youkhanna. 2006. Deflection of straight and cambered beams measured during fourteen hours per day. Journal of Engineering،Vol. 12, no. 4, pp.1103-1110.
https://search.emarefa.net/detail/BIM-349441

Modern Language Association (MLA)

Athuraia, Kanan Sliwo Youkhanna. Deflection of straight and cambered beams measured during fourteen hours per day. Journal of Engineering Vol. 12, no. 4 (Dec. 2006), pp.1103-1110.
https://search.emarefa.net/detail/BIM-349441

American Medical Association (AMA)

Athuraia, Kanan Sliwo Youkhanna. Deflection of straight and cambered beams measured during fourteen hours per day. Journal of Engineering. 2006. Vol. 12, no. 4, pp.1103-1110.
https://search.emarefa.net/detail/BIM-349441

Data Type

Journal Articles

Language

English

Notes

Includes appendices : p. 1107-1110

Record ID

BIM-349441