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jcopolicy-590
The role of variables contact for non-state actors and opposite forces of civil social in ensuring the social peace
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Receipt date:6/3/2021  acceptance date:4/5/2021 Publication date:31/31/2021

Creative Commons License This work is licensed under a Creative Commons Attribution 4.0 International License.

The research in the role of variables contact for non-state actors have become more influential in the current of contemporary events, that related with the reality of seeking services and providing all of that in favor of maintaining the social peace, and ensuring its empowerment in order to make peace and stability outcomes as a real fact inside of our Arab societies. Especially, since it had been begun to oscillate between the concentration in pre-civil societies or do the best for working to leave the values and traditions of the non-modern societies, despite of the latter began to be effect on the structure of the internal component's system of its formation, so that the indicators of the hybrid societies come within the classifications of hybrid social unstable society, and between all of that were still intense struggle reeling within the contradictions among the old and the modern.

the article was trying to analyze the variables of the transformation towards hybrid societies and the competitiveness of specific multinational societies and transnational affiliations, to understand the significant approaches of those and their impact on achieving the desired political-social internal balance from the one hand; then seeking to ensure the effectiveness of the outputs that derived from the principle of international interdependence as a tools for maintaining peace and preserving the social peace for the near future, by understanding the options for government action and the variables of civil social forces vis-à-vis the future of social peace itself.

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A Longitudinal opening is used to construct hollow core beam is a cast in site or precast or pre stressed concrete member with continuous voids provided to reduce weight, cost and, as a side benefit, to use for concealed electrical or mechanical runs. Primarily is used as floor beams or roof deck systems. This study investigate the behavior of six beams (solid or with opening) of dimension (length 1000 x height 180 x width120mm) simply support under partial uniformly distributed load, four of these beam contain long opening of varied section (40x40mm) or (80x40mm). The effect of vertical steel reinforcing, opening size and orientations are investigated to evaluate the response of beams. The experimental behavior based on load-deflection

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