The study aimed to identify the degree of teaching competencies and job satisfaction of the teachers of physical education in the province of Baghdad, and then find the relationship between them. Use the descriptive approach in the style of associative relationships, the research community represented by teachers of physical education in the departments of education Karh (first, second, third) in the province of Baghdad. (522) teachers and (324) school principals distributed in (324) medium within the administrative configurations of these directorates for the academic year (2016 - 2017). The measure (teaching competencies) included (47) words distributed across seven areas. And the measure of (job satisfaction) included (15) words. After the completion of the pilot experiment, the main survey was conducted. The forms of job satisfaction were distributed to the teachers. The forms of the teaching competency level were distributed to their school principals because they were directly responsible for their evaluation according to the system adopted by the Ministry of Education. After the completion of this survey, the results were categorized and processed statistically by the statistical pouch. The study concluded: - The teachers of physical education in the schools of Baghdad governorate - Karh need to improve their teaching competencies in various fields that help them to develop their abilities and abilities in teaching. - The teachers of physical education in Baghdad governorate schools feel their lack of job satisfaction. - The weakness of teaching competencies negatively impacted on the feeling of job satisfaction among teachers of physical education in the schools of Baghdad governorate - Karh, because of the relationship of a direct link between them. So researchers recommend: - The need to pay attention to development courses that help teachers of physical education in the Mediterranean to improve their teaching competencies in the physical education lessons in their schools and not only the technical courses for participation in school sports activity. - It is necessary to establish a mechanism of cooperation between the general directorates of education and the faculties of physical education and sports sciences to use specialized academic expertise in administration, management, teaching methods and psychology in order to improve the teaching competencies because of its positive feedback on the development of job satisfaction.
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In the present study, an attempt has been made to experimentally investigate the flexural performance of ten simply supported reinforced concrete gable roof beams, including solid control specimen (i.e., without openings) and nine beams with web openings of different dimensions and configurations. The nine beams with openings have identical reinforcement details. All beams were monotonically loaded to failure under mid-span loading. The main variables were the number of the created openings, the total area of the created openings, and the inclination angle of the posts between openings. Of interest is the load-carrying capacity, cracking resistance and propagation, deformability, failure mode, and strain development that represent the behav
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The simulation of passively Q-switching is four non – linear first order differential equations. The optimization of passively Q-switching simulation was carried out using the constrained Rosenbrock technique. The maximization option in this technique was utilized to the fourth equation as an objective function; the parameters, γa, γc and β as were dealt with as decision variables. A FORTRAN program was written to determine the optimum values of the decision variables through the simulation of the four coupled equations, for ruby laser Q–switched by Dy +2: CaF2.For different Dy +2:CaF2 molecules number, the values of decision variables was predicted using our written program. The relaxation time of Dy +2: CaF2, used with ruby was
... Show MoreThis study evaluates the flexural behavior of ultra-thin (50 mm) one‑way reinforced‑concrete (RC) slabs retrofitted with near‑surface mounted (NSM) carbon‑fiber‑reinforced polymer (CFRP) rods under quasi‑static loading. T300‑grade CFRP rods (≈4 mm diameter) were bonded in pre‑cut 7 mm × 7 mm grooves using a two‑part epoxy. As a proof-of-concept experimental baseline, three simply‑supported specimens (1000 mm × 500 mm × 50 mm) were tested in a six‑point bending configuration (four applied loads + two reactions): two conventional controls and one strengthened slab. A load‑control rate of ~15 kN/min was applied; the controls were cycled twice and the strengthened slab four times. Relative to the average of
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