قواعد اللغة المندائية تأليف أمين فعيل حطاب ، اللغة المندائية هي لغة الصابئة المندائيين
تم تحميل هذا الكتاب من موقع مكتبة موسوعة العيون المعرفية
www.MandaeanNetwork.com
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Project Management Institute, Inc. (PMI) defines project management as "the application of knowledge, skills, tools and techniques to a broad range of activities in order to meet the requirements of a particular project." The process of directing and controlling a project from start to finish may be further divided into 5 basic phases:
Radioactive waste is waste that contains radioactive material. Radioactive waste is usually a by-product of nuclear power generation and other applications of nuclear fission or nuclear technology, such as research and medicine. Radioactive waste is hazardous to all forms of life and the environment, and is regulated by government agencies in order to protect human health and the environment.
Radioactivity naturally decays over time, so radioactive waste has to be isolated and confined in appropriate disposal facilities for a sufficient period until it no longer poses a threat. The time radioactive waste must be stored for depends on the type of waste and radioactive isotopes. Current approaches to managing radioactive waste have been segregation and storage for short-lived waste, near-surface disposal for low and some intermediate level waste, and deep burial or partitioning / transmutation for the high-level waste.
A summary of the amounts of radioactive waste and management approaches for most developed countries are presented and reviewed periodically as part of the International Atomic Energy Agency (IAEA) Joint Convention on the Safety of Spent Fuel Management and on the Safety of Radioactive Waste Management.[1]
قواعد اللغة المندائية تأليف أمين فعيل حطاب ، اللغة المندائية هي لغة الصابئة المندائيين
تم تحميل هذا الكتاب من موقع مكتبة موسوعة العيون المعرفية
www.MandaeanNetwork.com
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Concept of Particles and Free Body Diagram
Why FBD diagrams are used during the analysis?
It enables us to check the body for equilibrium.
By considering the FBD, we can clearly define the exact system of forces which we must use in the investigation of any constrained body.
It helps to identify the forces and ensures the correct use of equation of equilibrium.
Note:
Reactions on two contacting bodies are equal and opposite on account of Newton's III Law.
The type of reactions produced depends on the nature of contact between the bodies as well as that of the surfaces.
Sometimes it is necessary to consider internal free bodies such that the contacting surfaces lie within the given body. Such a free body needs to be analyzed when the body is deformable.
Physical Meaning of Equilibrium and its essence in Structural Application
The state of rest (in appropriate inertial frame) of a system particles and/or rigid bodies is called equilibrium.
A particle is said to be in equilibrium if it is in rest. A rigid body is said to be in equilibrium if the constituent particles contained on it are in equilibrium.
The rigid body in equilibrium means the body is stable.
Equilibrium means net force and net moment acting on the body is zero.
Essence in Structural Engineering
To find the unknown parameters such as reaction forces and moments induced by the body.
In Structural Engineering, the major problem is to identify the external reactions, internal forces and stresses on the body which are produced during the loading. For the identification of such parameters, we should assume a body in equilibrium. This assumption provides the necessary equations to determine the unknown parameters.
For the equilibrium body, the number of unknown parameters must be equal to number of available parameters provided by static equilibrium condition.
Project Management Institute, Inc. (PMI) defines project management as "the application of knowledge, skills, tools and techniques to a broad range of activities in order to meet the requirements of a particular project." The process of directing and controlling a project from start to finish may be further divided into 5 basic phases:
Radioactive waste is waste that contains radioactive material. Radioactive waste is usually a by-product of nuclear power generation and other applications of nuclear fission or nuclear technology, such as research and medicine. Radioactive waste is hazardous to all forms of life and the environment, and is regulated by government agencies in order to protect human health and the environment.
Radioactivity naturally decays over time, so radioactive waste has to be isolated and confined in appropriate disposal facilities for a sufficient period until it no longer poses a threat. The time radioactive waste must be stored for depends on the type of waste and radioactive isotopes. Current approaches to managing radioactive waste have been segregation and storage for short-lived waste, near-surface disposal for low and some intermediate level waste, and deep burial or partitioning / transmutation for the high-level waste.
A summary of the amounts of radioactive waste and management approaches for most developed countries are presented and reviewed periodically as part of the International Atomic Energy Agency (IAEA) Joint Convention on the Safety of Spent Fuel Management and on the Safety of Radioactive Waste Management.[1]
2. >Q<ﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﻘﻮﻡﺑﺘﺪﺭﻳﺐﺍﻟﻤﻬﻦﺍﻻﺩﺍﺭﻳﺔ
ﺑﺎﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﺔﻣﺜﻞﻛﺎﺗﺐﻭﻁﺎﺑﻊﻭﻛﻮﻯﻫﻮ:
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﺔﺍﻟﻤﻠﻜﻲ
< C +<ﺳﻼﺡﺍﻟﺘﻤﻮﻳﻦﻭﺍﻟﻨﻘﻞﺍﻟﻤﻠﻜﻲ
< C <ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪﺍﻟﻤﻠﻜﻲ
< C <ﻣﺮﻛﺰﺍﻟﻤﻠﻚﻋﺒﺪﷲﻟﻠﺘﺼﻤﻴﻢﻭﺍﻟﺘﻄﻮﻳﺮ
< Q <ﺍﻟﺬﻱﻳﻮﻓﺮﻣﻌﺪﺍﺕﻭﻣﻬﻤﺎﺕﺍﻁﻔﺎءﺍﻟﺤﺮﻳﻖ
ﻟﻠﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﺔﺍﻻﺭﺩﻧﻴﺔ:
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< C <ﺳﻼﺡﺍﻟﻬﻨﺪﺳﺔﺍﻟﻤﻠﻜﻲ
< C <ﻣﺪﻳﺮﻳﺔﻣﻮﺅﺳﺴﺔﺍﻻﺳﻜﺎﻥﻭﺍﻻﺷﻐﺎﻝ
ﺍﻟﻌﺴﻜﺮﻳﺔ
< C +<ﻣﺪﻳﺮﻳﺔﺍﻟﺘﻤﻮﻳﻦﻭﺍﻟﻨﻘﻞﺍﻟﻤﻠﻜﻲ
< Q <ﺷﻜﻠﺖﻗﻮﺓﻁﻴﺮﺍﻥﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲﻓﻲﻋﺎﻡ
< C> 1921
< C+> 1948
< C> 1956
< C> 1967
< Q <ﻣﻦﻭﺍﺟﺒﺎﺕﺳﻼﺡﺍﻟﺠﻮﺍﻟﻤﻠﻜﻲ:
< C <ﺍﻟﻘﻴﺎﻡﺑﻌﻤﻠﻴﺎﺕﺍﻟﺒﺤﺚﻭﺍﻻﻧﻘﺎﺫ
ﺍﻟﻘﻴﺎﻡﺑﻌﻤﻠﻴﺎﺕﺍﻻﻣﻦﺍﻟﺪﺍﺧﻠﻲﻭﻣﺮﺍﻗﺒﺔ>C<
ﺍﻟﺤﺪﻭﺩ
< C <ﺍﻟﻘﻴﺎﻡﺑﻌﻤﻠﻴﺎﺕﺍﻟﺘﺼﻮﻳﺮﻭﺍﻟﻤﺴﺢﺍﻟﺠﻮﻱ
ﻟﺨﺪﻣﺔﺍﻟﻤﺆﺳﺴﺎﺕﺍﻟﺤﻜﻮﻣﻴﺔ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻣﻦﻭﺍﺟﺒﺎﺕﺳﻼﺡﺍﻟﺠﻮﺍﻟﻤﻠﻜﻲ:
< C <ﺍﻻﺷﺘﺮﻙﻓﻲﻣﻜﺎﻓﺤﺔﺍﻟﺠﺮﺍﺩﻭﺍﻟﺮﺵ
ﺍﻟﺰﺭﺍﻋﻲ
< C <ﺍﻟﻤﺴﺎﻫﻤﺔﻓﻲﺗﻄﻮﻳﺮﺍﻟﺒﺎﺩﻳﺔﺍﻻﺭﺩﻧﻴﺔ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
ﺳﻛﺭ ﺍﺑﻭ ﻣﺣﻣﺩ ﺍﻟﺟﻣﻌﻳﺔ ﻋﺿﻭ
3. < C <ﺍﻟﻤﺴﺎﻫﻤﺔﻓﻲﺗﺄﻣﻴﻦﺧﻄﻮﻁﺍﻻﺗﺼﺎﻻﺕﻟﻤﻌﻈﻢ
ﻣﻨﺎﻁﻖﺍﻟﻤﻤﻠﻜﺔ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻟﻜﻠﻴﺔﺍﻟﺘﻲﺗﻘﻮﻡﺑﺘﺪﺭﻳﺐﺍﻟﻄﻴﺎﺭﻳﻦﻓﻲ
ﺳﻼﺡﺍﻟﺠﻮﻫﻲ:
< C <ﻛﻠﻴﺔﺍﻟﺸﺮﻳﻒﻧﺎﺻﺮﺑﻦﺟﻤﻴﻞ
< C +<ﻛﻠﻴﺔﺍﻟﻤﻠﻚﺍﻟﺤﺴﻴﻦﺑﻦﻁﻼﻝ
< C <ﻛﻠﻴﺔﺍﻻﻣﻴﺮﺣﺴﻴﻦﺑﻦﻋﺒﺪﷲ
< C <ﻛﻠﻴﺔﺍﻻﻣﻴﺮﻏﺎﺯﻱﺑﻦﷴ
< Q <ﺍﻧﻮﺍﻉﺍﻟﻄﺎﺋﺮﺍﺕﺍﻟﻤﻘﺎﺗﻠﺔﻓﻲﺍﻻﺭﺩﻥ:
ﺍﻟﻬﻴﻮﺯ>C<
< C +<ﺍﻟﻤﻴﺮﺍﺝ
< C <ﺍﻟﻬﻴﻮﻱ
< C <ﺑﻠﺪﻭﻍ
< Q <ﺍﻧﻮﺍﻉﻁﺎﺋﺮﺍﺕﺍﻟﺘﺪﺭﻳﺐﻓﻲﺍﻻﺭﺩﻥ:
< C +<ﻛﺎﺳﺎ
< C <ﺳﻮﺑﺮﺑﻴﻮﻣﺎ
< C <ﻛﻮﺑﺮ
< C <ﻑ61
< Q <ﺍﻧﻮﺍﻉﺍﻟﻄﺎﺋﺮﺍﺕﺍﻟﻌﻤﻮﺩﻳﻪﻓﻲﺍﻻﺭﺩﻥ:
< C +<ﺳﻮﺑﺮﺑﻴﻮﻣﺎ
< C <ﻣﻴﺮﺍﺝ
< C <ﻫﻴﺮﻛﺎﻟﻴﺰ
< C <ﻛﺎﺳﺎ
< Q <ﺍﻧﻮﺍﻉﻁﺎﺋﺮﺍﺕﺍﻟﻨﻘﻞﻓﻲﺍﻻﺭﺩﻥ:
< C <ﺑﻠﺪﻭﻍ
< C +<ﻛﺎﺳﺎ
< C <ﻛﻮﺑﺮﺍ
< C <ﻣﻴﺮﺍﺝ
ﻳﺠﺐﺍﻥﻻﻳﺰﻳﺪﻋﻤﺮﺍﻟﻤﺘﻘﺪﻡﺍﻟﺠﺎﻣﻌﻲﺍﻟﻰ>Q<
ﻛﻠﻴﺔﺍﻟﺤﺴﻴﻦﺍﻟﺠﻮﻳﺔﻟﻴﻜﻮﻥﻣﺮﺷﺢﻁﻴﺮﺍﻥﻋﻦ:
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
4. < C> 22
< C+> 24
< C> 26
< C> 28
< Q <ﻳﺠﺐﺍﻥﻻﻳﺰﻳﺪﻋﻤﺮﺍﻟﻤﺘﻘﺪﻡﺍﻟﻰﻛﻠﻴﺔ
ﺍﻟﺤﺴﻴﻦﺍﻟﺠﻮﻳﺔﻟﻴﻜﻮﻥﻣﺮﺷﺢﻁﻴﺮﺍﻥﻭﺣﺎﺻﻞﻋﻠﻰ
ﺩﺑﻠﻮﻡﻋﻦ:
< C+> 22
< C> 24
< C> 26
< C> 28
< Q <ﺍﻭﻝﻣﺮﺣﻠﺔﻣﻦﻣﺮﺍﺣﻞﺍﻟﺤﺮﺏﺍﻟﻨﻔﺴﻴﺔ
ﻫﻲ:
< C +<ﺑﻠﺒﻠﺔﺍﻻﻓﻜﺎﺭ
< C <ﺍﻻﺧﻼﻝﺑﺎﻻﻣﻦ
< C <ﺍﺿﻌﺎﻑﺍﻟﺘﻤﺎﺳﻚﺍﻟﻘﻮﻣﻲ
< C <ﺗﻔﺘﻴﺖﺍﻟﻮﺣﺪﺓﺍﻟﻮﻁﻨﻴﺔ
ﺍﺧﺮﻣﺮﺣﻠﺔﻣﻦﻣﺮﺍﺣﻞﺍﻟﺤﺮﺏﺍﻟﻨﻔﺴﻴﺔ>Q<
ﻫﻲ:
< C <ﺑﻠﺒﻠﺔﺍﻻﻓﻜﺎﺭ
< C <ﺍﻻﺧﻼﻝﺑﺎﻻﻣﻦ
< C <ﺍﺿﻌﺎﻑﺍﻟﺘﻤﺎﺳﻚﺍﻟﻘﻮﻣﻲ
< C +<ﺗﻔﺘﻴﺖﺍﻟﻮﺣﺪﺓﺍﻟﻮﻁﻨﻴﺔ
< Q <ﺗﺴﻤﻰﻋﻤﻠﻴﺔﺧﻠﻖﺣﺎﻟﺔﻣﻦﺍﻟﺸﻚﻭﻧﺸﺮ
ﺍﻻﺿﻄﺮﺍﺏﻓﻲﺍﻟﻤﺠﺘﻤﻊﺏ:
< C +<ﺑﻠﺒﻠﺔﺍﻻﻓﻜﺎﺭ
< C <ﺍﺿﻌﺎﻑﺍﻟﺘﻤﺎﺳﻚﺍﻟﻘﻮﻣﻲ
< C <ﺗﻔﺘﻴﺖﺍﻟﻮﺣﺪﺓﺍﻟﻮﻁﻨﻴﺔ
< C <ﺍﻻﺧﻼﻝﺑﺎﻻﻣﻦ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
7. < C+> 1958
< C> 1956
< Q <ﺍﻥﺍﻟﻌﺎﻣﻞﺍﻟﺤﺎﺳﻢﻓﻲﻁﺒﻴﻌﺔﺍﻟﺤﺮﺏ
ﻭﺗﺤﻘﻴﻖﺍﻫﺪﺍﻓﻬﺎﻫﻮ:
< C <ﺍﻟﻌﺎﻣﻞﺍﻟﺠﻐﺮﺍﻓﻲ
< C <ﺍﻟﻌﺎﻣﻞﺍﻟﺴﻴﺎﺳﻲ
< C +<ﺍﻟﻌﺎﻣﻞﺍﻟﻌﺴﻜﺮﻱ
< C <ﺍﻟﻌﺎﻣﻞﺍﻻﻗﺘﺼﺎﺩﻱ
< Q <ﻣﻦﺍﻟﺘﺪﺍﺑﻴﺮﺍﻟﺘﻲﺗﺮﺗﻜﺰﻋﻠﻰﺍﻟﺤﺮﺏ
ﺍﻻﻗﺘﺼﺎﺩﻳﺔ:
ﺍﻻﺩﻣﺎﺝﻓﻲﺍﻟﻘﺎﺋﻤﺔﺍﻟﺴﻮﺩﺍء>C<
< C <ﺍﺳﺘﺨﺪﺍﻡﺍﻟﻘﺮﻭﺽﻛﻮﺳﻴﻠﺔﺿﻐﻂ
< C <ﺳﺤﺐﺍﻻﺭﺻﺪﺓﻭﺍﻟﻮﺩﺍﺋﻊﺍﻟﻤﺎﻟﻴﺔ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻳﺮﺗﺒﻂﻣﻌﺎﻟﺠﺔﺍﻋﺪﺍﺩﺍﻗﺘﺼﺎﺩﺍﻟﺪﻭﻟﺔﻟﻠﺤﺮﺏ
ﺑﻤﺎﻳﻠﻲ:
< C +<ﺍﻟﺒﻨﻴﺎﻥﺍﻻﻗﺘﺼﺎﺩﻱﻟﻠﺪﻭﻟﺔ
< C <ﺍﻋﺪﺍﺩﺍﻟﻨﻘﻞ
< C <ﺍﻋﺪﺍﺩﺍﻟﻘﻮﻯﺍﻟﺒﺸﺮﻳﺔ
< C <ﺍﻋﺪﺍﺩﺍﻟﺰﺭﺍﻋﺔ
< Q <ﻳﺘﻮﻗﻒﺍﻋﺪﺍﺩﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﺔﻟﻠﺤﺮﺏ
ﻋﻠﻰﻣﺎﻳﻠﻲ:
< C +<ﺍﻟﻤﻮﻗﻒﺍﻟﺴﻴﺎﺳﻲ
< C <ﺍﻟﺘﺨﻄﻴﻂ
< C <ﺍﻋﺪﺍﺩﺷﺒﻜﺔﺍﻟﻤﻮﺍﺻﻼﺕ
< C <ﺍﻻﺗﻔﺎﻗﻴﺎﺕﺍﻟﺴﻴﺎﺳﻴﺔ
< Q <ﺗﻘﻊﻣﺪﻳﺮﻳﺔﺍﻻﻣﻦﺍﻟﻌﺎﻡﺗﺤﺖﺍﺷﺮﺍﻑ:
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
8. < C +<ﻭﺯﻳﺮﺍﻟﺪﺍﺧﻠﻴﺔ
< C <ﺭﺋﻴﺲﺍﻟﻮﺯﺭﺍء
< C <ﺭﺋﻴﺲﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥﺍﻟﻤﺸﺘﺮﻛﺔ
ﺟﻼﻟﺔﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦ>C<
< Q <ﺍﻟﻤﺴﺎﺣﺔﺍﻟﺘﻲﻳﻐﻄﻴﻬﺎﺍﻟﻤﺮﻛﺰﺍﻻﻣﻨﻲ:
< C> 5-10ﻛﻢ
< C+> 10 – 15ﻛﻢ
< C> 15 – 20ﻛﻢ
< C> 20 – 25ﻛﻢ
< Q <ﻣﺪﺭﺳﺔﺍﻻﻣﻴﺮﻏﺎﺯﻱﺑﻦﷴﺗﺘﺒﻊﺍﻟﻰ
ﻣﺎﻳﻠﻲ:
< C <ﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﺍﻟﻤﻠﻜﻲ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﺔﺍﻟﻤﻠﻜﻲ
< C +<ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺳﻼﺡﺍﻟﺠﻮﺍﻟﻤﻠﻜﻲ
< Q <ﻣﺪﺭﺳﺔﺍﻻﻣﻴﺮﻫﺎﺷﻢﺑﻦﺍﻟﺤﺴﻴﻦﻟﻠﺘﺪﺭﻳﺐ
ﺍﻟﺘﺨﺼﺼﻲﺗﺘﺒﻊﺍﻟﻰ:
< C <ﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﺍﻟﻤﻠﻜﻲ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﺔﺍﻟﻤﻠﻜﻲ
< C +<ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺳﻼﺡﺍﻟﺠﻮﺍﻟﻤﻠﻜﻲ
ﺍﻟﺬﻱﻳﻘﻮﻡﺑﺎﻻﺷﺮﺍﻑﻋﻠﻰﺍﻟﻤﺒﺎﺭﻳﺎﺕ>Q<
ﺍﻟﺮﻳﺎﺿﻴﺔﻭﺍﻻﻧﺘﺨﺎﺑﺎﺕﺍﻟﻤﺤﺪﻭﺩﻩ:
< C <ﻟﻮﺍءﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦ/ﺍﻟﺸﺮﻁﺔ
ﺍﻟﺨﺎﺻﺔ
< C +<ﺷﺮﻁﺔﺍﻟﻄﻮﺍﺭﻱء
< C <ﻟﻮﺍءﺍﻟﻤﻠﻚﺍﻟﺤﺴﻴﻦﺑﻦﻁﻼﻝ
< C <ﻗﻴﺎﺩﺓﻗﻮﺓﺍﻟﺒﺎﺩﻳﺔ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
9. < Q <ﺍﻟﺘﻲﺗﺘﻮﻟﻰﺍﻻﺷﺮﺍﻑﻋﻠﻰﺩﺧﻮﻝﻭﺧﺮﻭﺝ
ﺍﻻﺟﺎﻧﺐﻣﻦﻭﺍﻟﻰﺍﻟﻤﻤﻠﻜﺔﻭﺗﻨﻈﻴﻢﺍﻗﺎﻣﺘﻬﻢﻓﻲﺍﻟﺒﻼﺩ
ﻭﻣﺘﺎﺑﻌﺔﺷﺆﻭﻧﻬﻢ:
< C +<ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
< C <ﺍﻻﻣﻦﺍﻟﻌﺴﻜﺮﻱ
< C <ﺩﺍﺋﺮﺓﺍﻟﺠﻤﺎﺭﻙ
< Q <ﺗﺮﺗﺒﻂﺩﺍﺋﺮﺓﺍﻟﻤﺨﺎﺑﺮﺍﺕﻣﺒﺎﺷﺮﺓﺏ:
< C <ﻭﺯﻳﺮﺍﻟﺪﺍﺧﻠﻴﺔ
< C +<ﺭﺋﻴﺲﺍﻟﻮﺯﺭﺍء
< C <ﺭﺋﻴﺲﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥ
< C <ﺟﻼﻟﺔﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦ
ﺍﻟﺘﻲﺗﻘﺎﻭﻡﺍﻟﺘﺨﺮﻳﺐﺍﻟﻔﻜﺮﻱﻭﺍﻟﻤﺎﺩﻱ>Q<
ﻭﺍﻟﺘﻲﻣﻦﺷﺌﻨﻬﺎﺍﻟﻤﺴﺎﺱﺑﺎﻣﻦﺍﻟﺒﻠﺪﻣﻦﻭﺍﺟﺐ:
< C <ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻻﻣﻦﺍﻟﻌﺴﻜﺮﻱ
< C +<ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
< C <ﺍﻻﺳﺘﺨﺒﺎﺭﺍﺕ
< Q <ﺍﻟﺘﻲﺗﻘﻮﻡﺑﻤﻜﺎﻓﺤﺔﺍﻟﺘﻬﺮﻳﺐﺑﻜﺎﻓﺔﺍﻧﻮﺍﻋﻪ
ﻭﺍﻟﺬﻱﻗﺪﻳﺆﺛﺮﻋﻠﻰﺍﻣﻦﻭﺍﻗﺘﺼﺎﺩﺍﻟﺪﻭﻟﺔ:
< C <ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻻﻣﻦﺍﻟﻌﺴﻜﺮﻱ
< C +<ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
< C <ﺍﻻﺳﺘﺨﺒﺎﺭﺍﺕ
< Q <ﻣﺪﻳﺮﻳﺔﻣﻜﺎﻓﺤﺔﺍﻟﻔﺴﺎﺩﺗﺘﺒﻊﺍﻟﻰ:
< C<ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻻﻣﻦﺍﻟﻌﺴﻜﺮﻱ
< C +<ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
10. < C <ﺍﻻﺳﺘﺨﺒﺎﺭﺍﺕ
< Q <ﻣﺪﻳﺮﻳﺔﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲﺗﺘﺒﻊﺍﻟﻰ:
< C <ﺭﺋﻴﺲﺍﻟﻮﺯﺭﺍء
< C +<ﻭﺯﻳﺮﺍﻟﺪﺍﺧﻠﻴﺔ
ﺭﺋﻴﺲﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥ>C<
< C <ﺟﻼﻟﺔﺍﻟﻤﻠﻚ
< Q <ﺍﻟﺬﻱﻳﻮﺍﻓﻖﻋﻠﻰﺍﻧﺸﺎءﻣﺤﻄﺎﺕ
ﺍﻟﻤﺤﺮﻭﻗﺎﺕﻭﻭﻛﺎﻻﺕﺗﻮﺯﻳﻊﺍﻟﻐﺎﺯﻫﻮ:
< C +<ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< C <ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
< C <ﻣﺪﻳﺮﻳﺔﺳﻼﺡﺍﻟﻬﻨﺪﺳﺔ
< Q <ﺍﻟﺬﻱﻳﻤﻨﺢﺗﺮﺧﻴﺺﺗﺼﻨﻴﻊﻭﺗﺨﺰﻳﻦﻭﺑﻴﻊ
ﺍﻟﻤﺘﻔﺠﺮﺍﺕﻭﺍﻻﻟﻌﺎﺏﺍﻟﻨﺎﺭﻳﺔﻭﺍﻟﻤﻮﺍﺩﺍﻟﻜﻴﻤﺎﻭﻳﺔﻫﻮ
:
< C +<ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< C <ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
< C <ﺍﻟﻤﺨﺎﺑﺮﺍﺕ
< C <ﺍﻻﻣﻦﺍﻟﻌﺴﻜﺮﻱ
< Q <ﻳﻘﻊﻋﻠﻰﻋﺎﺗﻖﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲﺣﺠﻢﻋﻤﻞ
ﻛﺒﻴﺮﻻﺳﺒﺎﺏﺍﻟﺘﺎﻟﻴﺔ:
< C <ﺧﺪﻣﺔﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲﺭﻣﺰﻳﺔﻣﻘﺎﺑﻞﺍﻟﻤﺎﻝ
ﺍﻟﺬﻱﻳﺄﺧﺬﻭﻧﻪ
< C +<ﺧﺪﻣﺔﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲﻣﺠﺎﻧﻴﺔ
ﻗﻠﺔﻋﺪﺩﺍﻓﺮﺍﺩﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ>C<
< C <ﻗﻠﺔﻋﺪﺩﺍﻟﻴﺎﺕﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< Q <ﺍﻧﺸﺌﺖﻋﺼﺒﺔﺍﻻﻣﻢﺍﻟﻤﺘﺤﺪﺓﻣﻦﻗﺒﻞﺍﻟﺪﻭﻝ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
11. ﺍﻟﻤﺴﺘﻘﻠﺔﻓﻲﻋﺎﻡ:
< C+> 1918
< C> 1945
< C> 1950
< C> 1956
< Q <ﻛﺎﻧﺖﺍﻭﻝﻣﺸﺎﺭﻛﺔﻁﺎﺭﺋﺔﻟﻘﻮﺍﺕﺣﻔﻆ
ﺍﻟﺴﻼﻡﻓﻲﻋﺎﻡ6591ﻭﺫﻟﻚﻟﻠﻔﺼﻞﺑﻴﻦ
< C <ﺍﺳﺮﺍﺋﻴﻞﻭﺳﻮﺭﻳﺎ
< C +<ﺍﺳﺮﺍﺋﻴﻞﻭﻣﺼﺮ
< C <ﺍﻟﻬﻨﺪﻭﺑﺎﻛﺴﺘﺎﻥﻓﻲﻛﺸﻤﻴﺮ
< C <ﺍﺭﺗﻴﺮﻳﺎﻭﺍﺛﻴﻮﺑﻴﺎ
< Q <ﺍﻥﺍﻟﻌﻤﻞﺍﻟﺪﺑﻠﻮﻣﺎﺳﻲﻟﻮﺿﻊﺍﻻﻁﺮﺍﻑ
ﺍﻟﻤﺘﻨﺎﺯﻋﺔﻋﻠﻰﻁﺎﻭﻟﺔﺍﻟﻤﻔﺎﻭﺿﺎﺕﻟﻠﻮﺻﻮﻝﺍﻟﻰ
ﺍﻟﺴﻼﻡﺍﻟﻤﻨﺸﻮﺩﻳﺴﻤﻰ:
< C <ﻣﻬﺎﻡﺩﺑﻠﻮﻣﺎﺳﻴﺔ
< C <ﺣﻔﻆﺳﻼﻡ
< C +<ﺻﻨﻊﺳﻼﻡ
ﻓﺮﺽﺳﻼﻡ>C<
< Q <ﺍﻟﻘﻴﺎﻡﺑﻤﻬﺎﻡﺩﺑﻠﻮﻣﺎﺳﻴﺔﻟﻤﻨﻊﺗﻄﻮﺭﺍﻟﻌﺪﺍء
ﻭﺗﻘﺮﻳﺐﻭﺟﻬﺎﺕﺍﻟﻨﻈﺮﺑﻴﻦﺍﻻﻁﺮﺍﻑﺍﻟﻤﺘﻨﺎﺯﻋﺔ
ﻳﺴﻤﻰ:
< C +<ﻣﻬﺎﻡﺩﺑﻠﻮﻣﺎﺳﻴﺔ
< C <ﺻﻨﻊﺳﻼﻡ
< C <ﻣﺤﺎﻓﻈﺔﻋﻠﻰﺍﻟﺴﻼﻡ
< C <ﻓﺮﺽﺳﻼﻡ
< Q <ﺗﺴﺘﺤﺪﺙﻗﻮﺓﺣﻔﻆﺍﻟﺴﻼﻡﺑﺎﻗﺘﺮﺍﺡﻣﻦ
ﺩﻭﻟﺔﺍﻭﻣﺠﻤﻮﻋﺔﺩﻭﻝﺍﻭﺍﻟﺴﻜﺮﺗﻴﺮﺍﻟﻌﺎﻡﻟﻼﻣﻢ
ﺍﻟﻤﺘﺤﺪﺓﺿﻤﻦﺷﺮﻁ
< C <ﻣﻮﺍﻓﻘﺔ7ﺍﺻﻮﺍﺕﻣﻦﺍﺻﻞ69ﺻﻮﺕﺩﻭﻥ
ﺍﻋﺘﺮﺍﺽﺍﻟﺪﻭﻝﺩﺍﺋﻤﺔﺍﻟﻌﻀﻮﻳﺔ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
12. < C <ﻣﻮﺍﻓﻘﺔ8ﺍﺻﻮﺍﺕﻣﻦﺍﺻﻞ69ﺻﻮﺕﺩﻭﻥ
ﺍﻋﺘﺮﺍﺽﺍﻟﺪﻭﻝﺩﺍﺋﻤﺔﺍﻟﻌﻀﻮﻳﺔ
< C +<ﻣﻮﺍﻓﻘﺔ5ﺍﺻﻮﺍﺕﻣﻦﺍﺻﻞ69ﺻﻮﺕ
ﺩﻭﻥﺍﻋﺘﺮﺍﺽﺍﻟﺪﻭﻝﺩﺍﺋﻤﺔﺍﻟﻌﻀﻮﻳﺔ
< C <ﻣﻮﺍﻓﻘﺔ61ﺍﺻﻮﺍﺕﻣﻦﺍﺻﻞ69ﺻﻮﺕ
ﺩﻭﻥﺍﻋﺘﺮﺍﺽﺍﻟﺪﻭﻝﺩﺍﺋﻤﺔﺍﻟﻌﻀﻮﻳﺔ
ﻋﻨﺪﺍﻗﺮﺍﺭﺗﺸﻜﻴﻞﻗﻮﺓﺣﻔﻆﺍﻟﺴﻼﻡﻋﻠﻰ>Q<
ﺍﻟﺴﻜﺮﺗﻴﺮﺍﻟﻌﺎﻡﻟﻼﻣﻢﺍﻟﻤﺘﺤﺪﺓﺗﻘﺪﻳﻢﺗﻘﺮﻳﺮﻟﻤﺠﻠﺲ
ﺍﻻﻣﻦﻋﺎﺩﺓﺧﻼﻝ:
< C <ﺍﺳﺒﻮﻉ
< C <ﺷﻬﺮ
< C <ﺷﻬﺮﻳﻦ
< C +<ﻳﻮﻡ
< Q <ﺑﺪﺃﺕﺍﻟﻤﺴﺎﻫﻤﺔﺍﻻﺭﺩﻧﻴﺔﻓﻲﺣﻔﻆﺍﻟﺴﻼﻡ
ﻓﻲﻋﺎﻡ6585ﻓﻲ:
< C <ﻣﻮﺯﻣﺒﻴﻖ
< C <ﺍﺭﺗﻴﺮﻳﺎ
< C <ﻛﺮﻭﺍﺗﻴﺎ
< C +<ﺍﻧﻐﻮﻻ
< Q <ﻣﻦﺍﻟﻤﻬﺎﻡﺍﻟﺘﻲﺷﺎﺭﻛﺖﻓﻴﻬﺎﺍﻻﺭﺩﻥﻓﻲ
ﺣﻔﻆﺍﻟﺴﻼﻡﻣﺎﻳﻠﻲ:
< C <ﻗﻮﺍﺕﺍﻧﺘﺸﺎﺭﺳﺮﻳﻊ
< C <ﻣﺮﺍﻗﺒﻴﻦﻋﺴﻜﺮﻳﻴﻦ
< C <ﺍﻟﻠﻮﺍءﻋﺎﻟﻲﺍﻟﺠﺎﻫﺰﻳﺔﻣﺘﻌﺪﺩﺍﻟﺠﻨﺴﻴﺎﺕ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
ﻳﻌﺘﺒﺮﺍﻛﺒﺮﻣﺸﺎﺭﻛﺔﻟﻠﻘﻮﺍﺕﺍﻻﺭﺩﻧﻴﺔﻓﻲ>Q<
ﺣﻔﻆﺍﻟﺴﻼﻡﻓﻲ:
< C <ﻫﺎﻳﻴﺘﻲ
< C <ﺍﺭﺗﻴﺮﻳﺎ
< C +<ﻳﻮﻏﺴﻼﻓﻴﺎ
< C <ﺗﻴﻤﻮﺭ
< Q <ﻓﻲﻋﺎﻡ6569ﻁﻠﺒﺖﺗﺮﻛﻴﺎﻣﻦﺍﻟﺸﺮﻳﻒ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
13. ﺣﺴﻴﻦﺑﻦﻋﻠﻲ:
< C <ﺍﻋﻼﻥﺍﻟﺠﻬﺎﺩﺍﻟﻤﻘﺪﺱﻓﻲﺑﻼﺩﺍﻟﺸﺎﻡ
< C <ﺍﻋﺪﺍﺩﻗﻮﺍﺕﻣﺘﻄﻮﻋﻴﻦﻭﺍﺭﺳﺎﻟﻬﻢﺍﻟﻰ
ﺍﻟﻌﺮﺍﻕ
< C <ﺍﻟﺘﻌﺎﻭﻥﻣﻊﺑﺮﻳﻄﺎﻧﻴﺎﻓﻲﺟﻤﻊﺍﻟﻌﺮﺏ
ﻭﺗﺴﻠﻴﺤﻬﻢ
< C +<ﺍﻋﺪﺍﺩﻣﺘﻄﻮﻋﻴﻦﻣﻦﺍﻟﻌﺮﺏﻭﺍﺭﺳﺎﻟﻬﻢﺍﻟﻰ
ﺳﻮﺭﻳﺎ
< Q <ﻭﺍﻓﻖﺍﻟﺸﺮﻳﻒﺣﺴﻴﻦﺑﻦﻋﻠﻲﻋﻠﻰ
ﻣﻄﺎﻟﺐﺗﺮﻛﻴﺎﻓﻲﺍﻋﻼﻥﺍﻟﺠﻬﺎﺩﺿﻤﻦﺷﺮﻭﻁ:
< C <ﻣﻨﺢﺍﻟﺴﻌﻮﺩﻳﺔﺍﺩﺍﺭﺓﻻﻣﺮﻛﺰﻳﺔ
< C <ﻣﻨﺢﺍﻟﻌﺮﺍﻕﺍﺩﺍﺭﺓﻻﻣﺮﻛﺰﻳﺔ
< C +<ﻣﻨﺢﺳﻮﺭﻳﺎﻭﺍﻟﻌﺮﺍﻕﺍﺩﺍﺭﺓﻻﻣﺮﻛﺰﻳﺔ
< C <ﻣﻨﺢﺍﻻﺭﺩﻥﻭﻓﻠﺴﻄﻴﻦﺍﺩﺍﺭﺓﻻﻣﺮﻛﺰﻳﺔ
ﺍﻋﻠﻦﺍﻟﺸﺮﻳﻒﺣﺴﻴﻦﺑﻦﻋﻠﻲﺍﻟﺜﻮﺭﺓﻋﻠﻰ>Q<
ﺍﻻﺗﺮﺍﻙﻣﻦﻣﻜﺔﺍﻟﻤﻜﺮﻣﺔﺑﺘﺎﺭﻳﺦ
< C+> 10ﺣﺰﻳﺮﺍﻥ6561
< C> 10ﺣﺰﻳﺮﺍﻥ6567
< C> 10ﺣﺰﻳﺮﺍﻥ6568
< C> 10ﺣﺰﻳﺮﺍﻥ6591
< Q <ﻋﻘﺪﻣﺆﺗﻤﺮﺑﺎﻝﺍﻟﺼﻬﻴﻮﻧﻲﻓﻲﻋﺎﻡ:
< C> 1891
< C> 1895
< C> 1890
< C+> 1897
< Q <ﺑﻠﻐﺖﻗﻮﺍﺕﺍﻟﺸﺮﻳﻒﺣﺴﻴﻦﺍﻟﻤﺴﻠﺤﺔ
ﺑﺎﻟﺒﻨﺎﺩﻕﻓﻲﺑﺪﺍﻳﺔﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C> 4000ﻣﻘﺎﺗﻞ
< C> 5000ﻣﻘﺎﺗﻞ
< C+> 6000ﻣﻘﺎﺗﻞ
< C> 7000ﻣﻘﺎﺗﻞ
< Q <ﺍﻟﻔﺘﺮﺓﺍﻟﺘﻲﻏﻄﺘﻬﺎﻋﻤﻠﻴﺎﺕﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔ
ﺍﻟﻜﺒﺮﻯﻣﺎﺑﻴﻦﺣﺰﻳﺮﺍﻥ6561ﻭﺣﺘﻰﺗﻤﻮﺯ
6567ﺗﺴﻤﻰ:
ﺍﻟﺤﺮﺏﻓﻲﺍﻟﺤﺠﺎﺯ>+C<
< C <ﺍﻟﺤﺮﺏﻓﻲﺷﺮﻕﺍﻻﺭﺩﻥ
< C <ﺗﺤﺮﻳﺮﺷﺮﻕﺍﻻﺭﺩﻥﻭﺳﻮﺭﻳﺎ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
14. < C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺗﻐﻄﻲﺍﻟﻔﺘﺮﺓﻣﺎﺑﻴﻦﺗﻤﻮﺯﺳﻨﺔ6567
ﻭﺣﺘﻰﺍﻳﻠﻮﻝﺳﻨﺔ6568ﻓﻲﻋﻤﻠﻴﺎﺕﺍﻟﺜﻮﺭﺓ
ﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ
< C <ﺍﻟﺤﺮﺏﻓﻲﺍﻟﺤﺠﺎﺯ
< C +<ﺍﻟﺤﺮﺏﻓﻲﺷﺮﻕﺍﻻﺭﺩﻥ
< C <ﺗﺤﺮﻳﺮﺷﺮﻕﺍﻻﺭﺩﻥﻭﺳﻮﺭﻳﺎ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺗﻐﻄﻲﺍﻟﻔﺘﺮﺓﻣﺎﺑﻴﻦﺍﻳﻠﻮﻝﻭﺗﺸﺮﻳﻦﺍﻭﻝ
ﺳﻨﺔ6568ﻓﻲﻋﻤﻠﻴﺎﺕﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ
< C <ﺍﻟﺤﺮﺏﻓﻲﺍﻟﺤﺠﺎﺯ
< C <ﺍﻟﺤﺮﺏﻓﻲﺷﺮﻕﺍﻻﺭﺩﻥ
< C +<ﺗﺤﺮﻳﺮﺷﺮﻕﺍﻻﺭﺩﻥﻭﺳﻮﺭﻳﺎ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻗﺎﺋﺪﺍﻟﺠﻴﺶﺍﻟﺸﻤﺎﻟﻲﻓﻲﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔ
ﺍﻟﻜﺒﺮﻯ:
< C <ﺍﻻﻣﻴﺮﻋﻠﻰﺑﻦﺍﻟﺤﺴﻴﻦ
ﺍﻻﻣﻴﺮﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦ>C<
< C +<ﺍﻻﻣﻴﺮﻓﻴﺼﻞﺑﻦﺍﻟﺤﺴﻴﻦ
< C <ﺍﻟﺸﺮﻳﻒﺷﺎﻛﺮﺑﻦﺯﻳﺪ
< Q <ﺑﻠﻎﺣﺠﻢﺍﻟﻘﻮﺍﺕﺍﻟﺘﺮﻛﻴﺔﻓﻲﺍﻟﺜﻮﺭﺓ
ﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C> 10000ﻣﻘﺎﺗﻞ
< C> 15000ﻣﻘﺎﺗﻞ
< C+> 17000ﻣﻘﺎﺗﻞ
< C> 19000ﻣﻘﺎﺗﻞ
< Q <ﻗﺪﺭﺕﻗﻮﺍﺕﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯﺏ:
< C> 10000ﻣﻘﺎﺗﻞ
< C> 12000ﻣﻘﺎﺗﻞ
< C> 14000ﻣﻘﺎﺗﻞ
< C+> 16000ﻣﻘﺎﺗﻞ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
15. < Q <ﺍﻟﺸﺨﺺﺍﻟﺬﻱﻭﺻﻒﻗﺒﻴﻠﻪﻓﻲﺭﺟﻞﺍﺛﻨﺎء
ﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯﻫﻮ:
< C <ﻧﻮﺭﻱﺍﻟﺴﻌﻴﺪ
< C <ﻣﻮﻟﻮﺩﻣﺨﻠﺺ
< C <ﺍﺣﻤﺪﻣﻔﻠﺢ
< C +<ﻋﻮﺩﺓﺍﺑﻮﺗﺎﻳﻪ
ﺍﻟﺬﻱﺍﺣﺘﻞﺍﻟﻌﻘﺒﺔﻓﻲﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔ>Q<
ﺍﻟﻜﺒﺮﻯﻫﻮ:
< C <ﺍﻻﻣﻴﺮﻓﻴﺼﻞﺑﻦﺍﻟﺤﺴﻴﻦ
< C <ﺣﺴﻴﻦﺍﻻﻁﺮﺵ
< C <ﻧﻮﺭﻱﺍﻟﺸﻌﻼﻥ
< C +<ﻋﻮﺩﺓﺍﺑﻮﺗﺎﻳﻪ
< Q <ﺗﺴﻠﺴﻞﺍﻟﻤﻌﺎﺭﻙﻓﻲﺷﺮﻕﺍﻻﺭﺩﻥﺍﺛﻨﺎء
ﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ
< C +<ﺍﻟﻌﻘﺒﺔ-ﻭﺍﺩﻱﻣﻮﺳﻰ–ﺍﻟﻄﻔﻴﻠﺔ–ﻣﻌﺎﻥ
< C <ﻣﻌﺎﻥ–ﺍﻟﻄﻔﻴﻠﺔ–ﻭﺍﺩﻱﻣﻮﺳﻰ–ﺍﻟﻌﻘﺒﺔ
< C <ﺍﻟﻌﻘﺒﺔ–ﺍﻟﻄﻔﻴﻠﺔ–ﻣﻌﺎﻥ–ﻭﺍﺩﻱﻣﻮﺳﻰ
< C <ﻭﺍﺩﻱﻣﻮﺳﻰ–ﺍﻟﻄﻔﻴﻠﺔ–ﺍﻟﻌﻘﺒﺔ–ﻣﻌﺎﻥ
< Q <ﺍﻋﻠﻦﺍﻻﻣﻴﺮﻓﻴﺼﻞﺗﺸﻜﻴﻞﺣﻜﻮﻣﺔﻋﺮﺑﻴﺔ
ﺩﺳﺘﻮﺭﻳﺔﺑﺮﺋﺎﺳﺔﻋﻠﻲﺭﺿﺎﺍﻟﺮﻛﺎﺑﻲﺣﻜﻮﻣﺔ
ﻣﺴﺘﻘﻠﺔﺑﺎﺳﻢﺍﻟﺴﻠﻄﺎﻥﺣﺴﻴﻦﺑﺘﺎﺭﻳﺦ:
< C> 6ﺗﺸﺮﻳﻦﺍﻭﻝ6561
< C> 6ﺗﺸﺮﻳﻦﺍﻭﻝ6567
< C+> 6ﺗﺸﺮﻳﻦﺍﻭﻝ6568
< C> 6ﺗﺸﺮﻳﻦﺍﻭﻝ6565
ﺑﻠﻎﻋﺪﺩﺍﺳﺮﻯﺍﻻﺗﺮﺍﻙﻓﻲﻧﻬﺎﻳﺔﻋﻤﻠﻴﺎﺕ>Q<
ﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C+> 60000
< C> 65000
< C> 70000
< C> 75000
< Q <ﺧﺴﺎﺋﺮﺍﻟﻌﺮﺏﻓﻲﻧﻬﺎﻳﺔﻋﻤﻠﻴﺎﺕﺍﻟﺜﻮﺭﺓ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
16. ﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C+> 500ﺑﻴﻦﺷﻬﻴﺪﻭﺟﺮﻳﺢ
< C> 5000ﺑﻴﻦﺷﻬﻴﺪﻭﺟﺮﻳﺢ
< C> 55000ﺑﻴﻦﺷﻬﻴﺪﻭﺟﺮﻳﺢ
< C> 5666ﺑﻴﻦﺷﻬﻴﺪﻭﺟﺮﻳﺢ
< Q <ﻣﻦﻧﺘﺎﺋﺞﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C <ﺗﺤﺮﻳﺮﺟﺰءﻛﺒﻴﺮﻣﻦﺍﻟﻮﻁﻦﺍﻟﻌﺮﺑﻲﻣﻦ
ﺍﻟﺤﻜﻢﺍﻟﻌﺜﻤﺎﻧﻲﺍﻟﺬﻱﺍﺳﺘﻤﺮ011ﻋﺎﻡ
< C +<ﺗﺤﺮﻳﺮﺟﺰءﻛﺒﻴﺮﻣﻦﺍﻟﻮﻁﻦﺍﻟﻌﺮﺑﻲﻣﻦ
ﺍﻟﺤﻜﻢﺍﻟﻌﺜﻤﺎﻧﻲﺍﻟﺬﻱﺍﺳﺘﻤﺮ011ﻋﺎﻡ
< C <ﺗﺤﺮﻳﺮﺟﺰءﻛﺒﻴﺮﻣﻦﺍﻟﻮﻁﻦﺍﻟﻌﺮﺑﻲﻣﻦ
ﺍﻟﺤﻜﻢﺍﻟﻌﺜﻤﺎﻧﻲﺍﻟﺬﻱﺍﺳﺘﻤﺮ911ﻋﺎﻡ
< C <ﺗﺤﺮﻳﺮﺟﺰءﻛﺒﻴﺮﻣﻦﺍﻟﻮﻁﻦﺍﻟﻌﺮﺑﻲﻣﻦ
ﺍﻟﺤﻜﻢﺍﻟﻌﺜﻤﺎﻧﻲﺍﻟﺬﻱﺍﺳﺘﻤﺮ111ﻋﺎﻡ
ﻣﻦﻧﺘﺎﺋﺞﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ: >Q<
< C +<ﻗﻴﺎﻡﺍﻭﻝﺩﻭﻟﺔﻋﺮﺑﻴﺔﻓﻲﺳﻮﺭﻳﺎﻓﻲ
ﺍﻟﻌﺼﺮﺍﻟﺤﺪﻳﺚ
< C <ﻗﻴﺎﻡﺍﻭﻝﺩﻭﻟﺔﻋﺮﺑﻴﺔﻓﻲﺍﻻﺭﺩﻥﻓﻲﺍﻟﻌﺼﺮ
ﺍﻟﺤﺪﻳﺚ
< C <ﻗﻴﺎﻡﺍﻭﻝﺩﻭﻟﺔﻋﺮﺑﻴﺔﻓﻲﺍﻟﺴﻌﻮﺩﻳﺔﻓﻲ
ﺍﻟﻌﺼﺮﺍﻟﺤﺪﻳﺚ
< C <ﻗﻴﺎﻡﺍﻭﻝﺩﻭﻟﺔﻋﺮﺑﻴﺔﻓﻲﺍﻟﻌﺮﺍﻕﻓﻲﺍﻟﻌﺼﺮ
ﺍﻟﺤﺪﻳﺚ
< Q <ﻣﻦﻧﺘﺎﺋﺞﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C <ﺍﻻﻋﺘﺮﺍﻑﻓﻲﺍﻻﺭﺩﻥﺩﻭﻟﺔﻣﺴﺘﻘﻠﻪ
< C <ﺍﻻﻋﺘﺮﺍﻑﻓﻲﺳﻮﺭﻳﺎﺩﻭﻟﺔﻣﺴﺘﻘﻠﻪ
< C <ﺍﻻﻋﺘﺮﺍﻑﻓﻲﻣﺼﺮﺩﻭﻟﺔﻣﺴﺘﻘﻠﻪ
< C +<ﺍﻻﻋﺘﺮﺍﻑﻓﻲﻧﺠﺪﺩﻭﻟﺔﻣﺴﺘﻘﻠﻪ
< Q <ﻣﻦﻧﺘﺎﺋﺞﺍﻟﺜﻮﺭﺓﺍﻟﻌﺮﺑﻴﺔﺍﻟﻜﺒﺮﻯ:
< C +<ﻗﻴﺎﻡﺍﻣﺎﺭﺓﺷﺮﻕﺍﻻﺭﺩﻥﻭﺍﻧﻘﺎﺫﻫﺎﻣﻦﻭﻋﺪ
ﺑﻠﻔﻮﺭ
< C <ﻗﻴﺎﻡﺍﻭﻝﺩﻭﻟﺔﻋﺮﺑﻴﺔﻓﻲﺍﻟﺴﻌﻮﺩﻳﺔﻓﻲ
ﺍﻟﻌﺼﺮﺍﻟﺤﺪﻳﺚ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
18. ﻓﻠﺴﻄﻴﻦﻓﻲﻋﺎﻡ6508ﻭﺍﻻﻟﺘﻘﺎءﻓﻲ:
< C <ﺭﺍﻡﷲ
< C <ﺍﻟﻘﺪﺱ
< C <ﺍﻟﺨﻠﻴﻞ
< C +<ﺍﻟﻌﻔﻮﻟﺔ
< Q <ﻛﺎﻥﻋﺪﺩﺍﻟﺠﻴﺶﺍﻟﻴﻬﻮﺩﻱﻓﻲﺣﺮﺏﻋﺎﻡ
6508
< C+> 65000ﻣﻘﺎﺗﻞ
< C> 60000ﻣﻘﺎﺗﻞ
< C> 55000ﻣﻘﺎﺗﻞ
< C> 70000ﻣﻘﺎﺗﻞ
< Q <ﻗﺪﺭﺕﺍﻟﻘﻮﺍﺕﺍﻟﻌﺮﺑﻴﺔﺍﻟﺘﻲﺩﺧﻠﺖﻓﻠﺴﻄﻴﻦ
ﻓﻲﺣﺮﺏﻋﺎﻡ6508ﺑﻤﻘﺎﺗﻞ
C> 10100<
< C> 15500ﻣﻘﺎﺗﻞ
< C> 27700ﻣﻘﺎﺗﻞ
< C+> 21500ﻣﻘﺎﺗﻞ
< Q <ﺍﻟﻬﺪﻧﻪﺍﻟﺘﻲﻭﻗﻌﺖﺑﻴﻦﺍﺳﺮﺍﺋﻴﻞﻭﺍﻟﺪﻭﻝ
ﺍﻟﻌﺮﺑﻴﺔﺍﻟﻤﻘﺎﺗﻠﻪﻓﻲﺣﺮﺏ6508ﺗﺴﻤﻰ:
< C <ﻫﺪﻧﺔﻟﻮﺭﻧﺲ
< C +<ﻫﺪﻧﺔﺭﻭﺩﺱ
< C <ﻫﺪﻧﺔﺑﺮﻧﺎﺩﻭﺍﺕ
< C <ﺭﻭﺗﻨﺒﺮﻍ
< Q <ﻛﺎﻧﺖﻗﺮﺍﺭﺍﺕﻗﺎﺩﺓﺍﻟﺪﻭﻝﺍﻟﻌﺮﺑﻴﺔﺍﺛﻨﺎء
ﺍﻟﻤﺆﺗﻤﺮﺍﻟﻌﺴﻜﺮﻱﻓﻲﻋﻤﺎﻥﻓﻲﻧﻴﺴﺎﻥ6508ﺑﺎﻥ
ﻧﺤﺘﺎﺝﻟﻠﺘﻐﻠﺐﻋﻠﻰﺍﺳﺮﺍﺋﻴﻞﻣﺎﻳﻠﻲ:
< C+> 6ﻓﺮﻕﻛﺎﻣﻠﺔﺍﻟﺘﻨﻈﻴﻢﻭﺍﻟﺴﻼﺡﻭ1
ﺍﺳﺮﺍﺏﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
< C> 5ﻓﺮﻕﻛﺎﻣﻠﺔﺍﻟﺘﻨﻈﻴﻢﻭﺍﻟﺴﻼﺡﻭ9ﺍﺳﺮﺍﺏ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
19. ﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
< C> 10ﻓﺮﻕﻛﺎﻣﻠﺔﺍﻟﺘﻨﻈﻴﻢﻭﺍﻟﺴﻼﺡﻭ9
ﺍﺳﺮﺍﺏﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
< C> 8ﻓﺮﻕﻛﺎﻣﻠﺔﺍﻟﺘﻨﻈﻴﻢﻭﺍﻟﺴﻼﺡﻭ8ﺍﺳﺮﺍﺏ
ﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
ﻣﻦﻗﺮﺍﺭﺍﺕﺍﻟﺘﻲﻧﺘﺠﺖﻓﻲﺍﻟﻤﺆﺗﻤﺮ>Q<
ﺍﻟﻌﺴﻜﺮﻱﻓﻲﻋﻤﺎﻥﻋﺎﻡ6508ﺍﻥﺗﻮﺿﻊﺍﻟﻘﻮﺍﺕ
ﺍﻟﻌﺮﺑﻴﺔﺗﺤﺖﻗﻴﺎﺩﺓﻭﺍﺣﺪﻩﻭﺍﻟﻘﺎﺋﺪﺍﻟﻌﺎﻡﻫﻮ:
< C +<ﺍﻟﻠﻮﺍءﺍﻟﺮﻛﻦﻧﻮﺭﺍﻟﺪﻳﻦﻣﺤﻤﻮﺩ
< C <ﺟﻼﻟﺔﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦ
< C <ﺍﻟﺮﺋﻴﺲﺟﻤﺎﻝﻋﺒﺪﺍﻟﻨﺎﺻﺮ
< C <ﺍﻟﺮﺋﻴﺲﺣﺎﻓﻆﺍﻣﻴﻦ
< Q <ﺗﺘﻮﻟﻰﺩﺍﺋﺮﺓﺍﻟﺘﻌﻠﻴﻢﺍﻟﺠﺎﻣﻌﻲﺍﻻﺷﺮﺍﻑﻋﻠﻰ
ﺗﺪﺭﻳﺲﻣﺎﺩﺓﺍﻟﻌﻠﻮﻡﺍﻟﻌﺴﻜﺮﻳﺔﻓﻲ:
< C <ﺍﻟﺠﺎﻣﻌﺎﺕﺍﻟﺤﻜﻮﻣﻴﺔ
< C <ﺍﻟﺠﺎﻣﻌﺎﺕﺍﻻﻫﻠﻴﺔﻭﻛﻠﻴﺎﺕﺍﻟﻤﺠﺘﻤﻊﺍﻟﺤﻜﻮﻣﻴﺔ
< C +<ﺍﻟﺠﺎﻣﻌﺎﺕﺍﻟﺤﻜﻮﻣﻴﺔﻭﺍﻻﻫﻠﻴﺔ
< C <ﺍﻟﺠﺎﻣﻌﺎﺕﺍﻟﺤﻜﻮﻣﻴﺔﻭﺍﻟﻜﻠﻴﺎﺕﺍﻟﺤﻜﻮﻣﻴﺔ
< Q <ﺗﺘﺄﻟﻒﺩﺍﺋﺮﺓﺍﻟﺘﻌﻠﻴﻢﺍﻟﺠﺎﻣﻌﻲﻣﻦ:
< C +<ﺛﻼﺙﺷﻌﺐ
< C <ﺍﺭﺑﻊﺷﻌﺐ
< C <ﺧﻤﺲﺷﻌﺐ
< C <ﺳﺖﺷﻌﺐ
< Q <ﻳﺮﺍﺱﺷﻌﺒﺔﺍﻟﻌﻠﻮﻡﺍﻟﻌﺴﻜﺮﻳﻪﺿﺎﺑﻂﺑﺮﺗﺒﺔ:
ﻣﻘﺪﻡ>C<
< C +<ﻋﻘﻴﺪ
< C <ﻋﻤﻴﺪ
< C <ﻭﻛﻴﻞ
< Q <ﻳﻤﻨﺢﻟﻜﻞﻁﺎﻟﺐﻏﻴﺎﺏﻧﺴﺒﻪﻣﻌﻴﻨﻪﻣﻦ
ﺍﻟﻤﺤﺎﺿﺮﺍﺕﺩﻭﻥﻋﺬﺭﺭﺳﻤﻲﻭﺣﺴﺐﺍﻟﺘﻌﻠﻴﻤﺎﺕ
ﺍﻟﺠﺎﻣﻌﻪﻭﻫﺬﻩﺍﻟﻨﺴﺒﻪﻫﻲ:
< C>10%
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
20. < C+>15%
< C>20%
< C>25 %/
< Q <ﺗﻘﺮﺭﺗﺪﺭﻳﺲﻣﺎﺩﺓﺍﻟﻌﻠﻮﻡﺍﻟﻌﺴﻜﺮﻳﻪﻛﻤﺘﻄﻠﺐ
ﺟﺎﻣﻌﻲﺍﻟﺰﺍﻣﻲﻓﻲﺍﻟﺠﺎﻣﻌﺎﺕﺍﻻﺭﺩﻧﻴﻪﻣﻨﺬﻋﺎﻡ:
< C>1964
< C>1974
< C>1984
< C+>1994
< Q <ﺍﻟﻌﻮﺍﻣﻞﺍﻟﻤﺆﺛﺮﻩﻋﻠﻰﺗﻨﻈﻴﻢﺍﻟﻘﻮﺍﺕ
ﺍﻟﻤﺴﻠﺤﻪ:
< C <ﺍﻟﻌﺪﻭﻭﺍﻟﺘﻬﺪﻳﺪ,ﻧﻮﻉﺍﻟﺴﻼﺡ,ﺍﻟﻤﻬﻤﻪ.
ﻁﺒﻴﻌﺔﺍﻻﺭﺽ,ﺭﻏﺒﺔﺍﻟﻘﺎﺋﺪ,ﻋﺪﺩﺍﻟﺴﻜﺎﻥ. >C<
< C +<ﺍﻟﻘﺪﺭﻩﺍﻻﻗﺘﺼﺎﺩﻳﻪ,ﻁﺒﻴﻌﺔﺍﻟﻤﻮﺍﺻﻼﺕ,
ﺍﻟﻌﺪﻭﻭﺍﻟﺘﻬﺪﻳﺪ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮ.
< Q <ﺍﻟﻌﻮﺍﻣﻞﺍﻟﻤﺆﺛﺮﻩﻋﻠﻰﺗﻨﻈﻴﻢﺍﻟﻘﻮﺍﺕ
ﺍﻟﻤﺴﻠﺤﻪ:
< C <ﻣﺴﺎﺣﺔﺍﻟﺪﻭﻟﻪ
< C +<ﺍﻟﻘﺪﺭﻩﺍﻻﻗﺘﺼﺎﺩﻳﻪ
< C <ﻧﻮﻉﺍﻟﺴﻼﻡ
< C <ﺭﻏﺒﺔﺍﻟﻘﺎﺋﺪ
< Q <ﺍﻟﺬﻱﻳﺤﺪﺩﺣﺠﻢﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪﻫﻮ:
< C <ﻁﺒﻴﻌﺔﺍﻻﺭﺽ
< C <ﺍﺗﺴﺎﻉﺍﻟﺮﻗﻌﻪﺍﻟﺠﻐﺮﺍﻓﻴﻪ
< C <ﻁﺒﻴﻌﺔﺍﻟﺘﻬﺪﻳﺪ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻟﺬﻱﻳﺤﺪﺩﺣﺠﻢﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪﻫﻮ:
< C <ﺍﻟﻤﻬﻤﻪ
< C <ﺍﻟﻘﺪﺭﻩﺍﻟﻌﻠﻤﻴﻪ
< C <ﻁﺒﻴﻌﺔﺍﻟﻤﻮﺍﺻﻼﺕ
< C +<ﻁﺒﻴﻌﺔﺍﻟﺘﻬﺪﻳﺪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
21. ﺍﻻﺭﺽﺍﻟﻮﻋﺮﻩﺗﻨﺎﺳﺐ: >Q<
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C <ﺳﻼﺡﺍﻟﺪﺭﻭﻉ
< C +<ﺳﻼﺡﺍﻟﻤﺸﺎﻩ
< C <ﺳﻼﺡﺍﻟﻤﺪﻓﻌﻴﻪ
< Q <ﺍﻋﺘﻤﺪﺗﻨﻈﻴﻢﺛﻼﺛﻲﻓﻲﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﺤﻠﻪ
ﺍﻻﺭﺩﻧﻴﻪﻋﻠﻰﻣﺴﺘﻮﻯ
< C +<ﺍﻟﺘﺸﻜﻴﻞ
< C <ﺍﻟﻔﺼﻴﻞ
< C <ﺍﻟﺴﺮﻳﻪ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮ
< Q <ﻅﻬﺮﺗﻨﻈﻴﻢﺭﺑﺎﻋﻲﻓﻲﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪﻣﻦ
ﺍﺟﻞﺗﻠﺒﻴﺔﺍﻟﻘﻄﻌﺎﺕﻋﻠﻰﻣﺴﺘﻮﻱ
< C <ﺍﻟﻜﺘﺎﺋﺐ
< C +<ﺍﻟﺴﺮﺍﻳﺎ
< C <ﺍﻟﻔﺼﺎﺋﻞ
< C <ﺍﻟﺠﻤﺎﻋﺎﺕ
< Q <ﺗﻌﺘﻤﺪﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﺔﻓﻲﺗﻨﻈﻴﻤﻬﺎﻣﺎﻳﺤﻘﻖ
ﻋﺪﺓﺍﻣﻮﺭﻣﻨﻬﺎ
ﺍﻟﺴﻴﻄﺮﻩ>C<
< C <ﺍﻟﻤﺮﻭﻧﻪ
< C +<ﺍﻟﺴﻴﻄﺮﺓﻭﺍﻟﻤﺮﻭﻧﻪ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮ
< Q <ﺍﻟﺬﻱﻣﺜﻞﺭﺃﺱﺍﻟﻬﺮﻡﺍﻟﻘﻴﺎﺩﻱﻓﻲﺍﻟﻘﻮﺍﺕ
ﺍﻟﻤﺴﻠﺤﻪﺍﻻﺭﺩﻧﻴﻪﻫﻮ:
< C +<ﺭﺋﻴﺲﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥ
< C <ﺟﻼﻟﺔﺍﻟﻘﺎﺋﺪﺍﻻﻋﻠﻰﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦ
ﺍﻟﺤﺴﻴﻦ
< C <ﺭﺋﻴﺲﺍﻟﻮﺯﺭﺍءﻛﻮﻧﻪﻭﺯﻳﺮﺩﻓﺎﻉ
< C <ﻧﺎﺋﺐﺭﺋﻴﺲﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥﺍﻟﻤﺸﺘﺮﻛﻪ
< Q <ﻭﺍﺟﺒﺎﺕﻫﻴﺌﺔﺍﻻﺭﻛﺎﻥﻫﻲ:
< C <ﻧﺼﺢﺍﻟﻘﺎﺋﺪ,ﻣﺴﺎﻋﺪﺓﺍﻟﻘﺎﺋﺪﻓﻲﺍﺗﺨﺎﺫﺍﻟﻘﺮﺍﺭ
< C <ﻣﺴﺎﻋﺪﺓﺍﻟﻘﺎﺋﺪﻓﻲﺍﺗﺨﺎﺫﺍﻟﻘﺮﺍﺭ,ﺗﺮﺟﻤﺔﻗﺮﺍﺭ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
22. ﺍﻟﻘﺎﺋﺪﺍﻟﻰﺍﻭﺍﻣﺮﻭﺗﻌﻠﻴﻤﺎﺕ
< C <ﻣﺮﺍﻗﺒﺔﺍﻟﺘﻨﻔﻴﺬﻗﺮﺍﺭﺍﺕﺍﻟﻘﺎﺋﺪ,ﺗﺮﺟﻤﺔﻗﺮﺍﺭ
ﺍﻟﻘﺎﺋﺪﺍﻟﻰﺍﻭﺍﻣﺮﻭﺗﻌﻠﻴﻤﺎﺕ.
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻳﻌﺘﺒﺮﺳﻼﺡﺍﻟﻤﺪﻓﻌﻴﻪﻣﻦﻭﺣﺪﺍﺕ
< C +<ﺍﻟﻤﻨﺎﻭﺭﻩ
ﺍﻻﺳﻨﺎﺩ>C<
< C <ﺍﻟﺨﺪﻣﺎﺕ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮ
< Q <ﻳﻌﺘﺒﺮﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪﺍﻟﻤﻠﻜﻲﻣﻦﻭﺣﺪﺍﺕ:
< C <ﺍﻟﻤﻨﺎﻭﺭﻩ
< C +<ﺍﻻﺳﻨﺎﺩ
< C <ﺍﻟﺨﺪﻣﺎﺕ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻳﻌﺘﺒﺮﺳﻼﺡﺍﻟﺪﺭﻭﻉﻣﻦﻭﺣﺪﺍﺕ
< C +<ﺍﻟﻤﻨﺎﻭﺭﻩ
< C <ﺍﻻﺳﻨﺎﺩ
< C <ﺍﻟﺨﺪﻣﺎﺕ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮ
< Q <ﻳﻌﺘﺒﺮﺍﻟﺤﺮﺏﺍﻻﻟﻜﺘﺮﻭﻧﻴﻪﻣﻦﻭﺣﺪﺍﺕ
< C <ﺍﻟﺨﺪﻣﺎﺕ
< C <ﺍﻟﻤﻨﺎﻭﺭﻩ
< C +<ﺍﻻﺳﻨﺎﺩ
< C <ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻳﻌﺘﺒﺮﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪﻣﻦﻭﺣﺪﺍﺕ
ﺍﻟﺨﺪﻣﺎﺕ>+C<
< C <ﺍﻟﻤﻨﺎﻭﺭﻩ
< C <ﺍﻻﺳﻨﺎﺩ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻟﺘﺸﻜﻴﻠﻪﺍﻟﺮﺋﻴﺴﻴﻪﻓﻲﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﺤﻠﻪﻫﻲ:
< C <ﺍﻟﻜﺘﻴﺒﻪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
23. < C <ﺍﻟﺴﺮﻳﻪ
< C <ﺍﻟﻠﻮﺍء
< C +<ﺍﻟﺘﺸﻜﻴﻠﺔ
< Q <ﺍﻟﺘﻲﺗﺘﻤﺘﻊﺑﺘﻨﻈﻴﻢﻣﺘﻮﺍﺯﻥﻳﺨﺪﻡﺍﻟﻤﻬﻤﻪ
ﻭﻳﺤﻘﻖﺍﻻﻛﺘﻔﺎءﺍﻟﺬﺍﺗﻲﻣﻦﻋﻨﺎﺻﺮﺍﻟﻘﺘﺎﻝﻭﺍﻻﺳﻨﺎﺩ
ﻭﺍﻟﺨﺪﻣﺎﺕﻫﻲ:
< C <ﺍﻟﺴﺮﻳﻪ
< C <ﺍﻟﻜﺘﻴﺒﻪ
< C <ﺍﻟﻠﻮﺍء
< C +<ﺍﻟﺘﺸﻜﻴﻠﻪ
< Q <ﺍﻟﺬﻱﻳﻮﺿﻊﻟﻪﺷﻔﺮﺗﻴﻦﻧﺤﺎﺳﺘﻴﻦﻋﻠﻰ
ﺍﻟﻜﺘﻒﻫﻮ:
< C <ﺭﻗﻴﺐ
< C <ﺭﻗﻴﺐﺍﻭﻝ
< C <ﻭﻛﻴﻞ
ﻭﻛﻴﻞﺍﻭﻝ>+C<
< Q <ﺍﻟﺬﻱﻟﻪ0ﺷﺮﺍﺋﻂﻋﻠﻰﺍﻟﺬﺭﺍﻉﻳﻌﻠﻮﻫﺎﺗﺎﺝ
ﻫﻮ:
< C <ﺭﻗﻴﺐ
< C +<ﺭﻗﻴﺐﺍﻭﻝ
< C <ﻭﻛﻴﻞ
< C <ﻭﻛﻴﻞﻋﻮﻝ
< Q <ﺭﺗﺒﺔﻧﻘﻴﺐﻳﻮﺿﻊﻋﻠﻰﻛﺘﻔﻪ
< C <ﻧﺠﻤﺘﻴﻪﺳﺒﺎﻋﻴﺘﻴﻦ
< C +<ﺛﻼﺙﻧﺠﻮﻡﺳﺒﺎﻋﻴﻪ
< C <ﺍﻟﺘﺎﺝﺍﻟﻬﺎﺷﻤﻲ
< C <ﻧﺠﻤﻪﺳﺒﺎﻋﻴﻪﻳﻌﻠﻮﻫﺎﺍﻟﺘﺎﺝﺍﻟﻬﺎﺷﻤﻲ.
< Q <ﺭﺗﺒﺔﻧﺠﻤﺘﻴﻦﺳﺒﺎﻋﻴﺘﻴﻦﻳﻌﻠﻮﻫﺎﺍﻟﺘﺎﺝ
ﺍﻟﻬﺎﺷﻤﻲﻭﺑﺎﻗﺘﻴﻦﺣﻤﺮﺍءﻋﻠﻰﺍﻟﻘﺒﻪﺗﻜﻮﻥﺭﺗﺒﺔ
< C <ﻣﻘﺪﻡ
< C +<ﻋﻘﻴﺪ
< C <ﻋﻤﻴﺪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
24. < C <ﻟﻮﺍء
ﺳﻴﻔﻴﻦﻣﺘﻘﺎﻁﻌﻴﻦﻭﺗﺎﺝﻭﺑﺎﻗﺘﻴﻦﺣﻤﺮﺍءﻋﻠﻰ>Q<
ﺍﻟﻘﺒﻪﺗﻜﻮﻥﺭﺗﺒﺔ
< C <ﻟﻮﺍء
< C +<ﻓﺮﻳﻖ
< C <ﻓﺮﻳﻖﺍﻭﻝ
< C <ﻣﺸﻴﺮ
< Q <ﺟﻼﻟﺔﺍﻟﻤﻠﻚﻳﺮﺗﺪﻱﺭﺗﺒﺔ
< C <ﻓﺮﻳﻖﺑﺪﻭﻥﺍﺷﺎﺭﺓﺍﻟﺠﻴﺲﺍﻟﻌﺮﺑﻲ
< C <ﻟﻮﺍءﺑﺪﻭﻥﺍﺷﺎﺭﺓﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ.
< C <ﻋﻤﻴﺪﺑﺪﻭﻥﺍﺷﺔﺭﺓﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ
< C +<ﻣﺸﻴﺮﺑﺪﻭﻥﺍﺷﺎﺭﺓﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ
< Q <ﻣﻦﻣﺼﺎﺩﺭﺍﻟﺘﺠﻨﻴﺪﻟﻠﻀﺒﺎﻁ:
< C <ﺍﻟﻤﻜﻠﻔﻮﻥ
< C <ﺍﻟﻤﺘﻄﻮﻋﻮﻥ
< C +<ﺍﻟﻀﺒﺎﻁﺍﻟﺠﺎﻣﻌﻴﻮﻥ
< C <ﺍﻟﻤﻜﻠﻔﻮﻥﻭﺍﻟﻤﺘﻮﻋﻮﻥ
< Q <ﺍﻗﻞﺻﻨﻮﻑﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪﻓﻲﺍﻟﺘﺠﻬﻴﺰ
ﻭﺍﻟﺘﺰﻭﻳﺪﻫﻮﺻﻨﻒ
< C <ﺍﻟﻼﺳﻠﻜﻲ
< C +<ﺍﻟﻤﺸﺎﻩ
ﺍﻟﺤﺮﺏﺍﻻﻟﻜﺘﺮﻭﻧﻴﻪ>C<
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﺠﻮﻱ
< Q <ﻣﻦﺻﻔﺎﺕﺟﻨﺪﻱﺍﻟﻤﺸﺎﻩ
< C <ﺍﻟﺸﺠﺎﻋﻪ
< C <ﺍﻟﺘﺪﺭﻳﺐﺍﻟﺠﻴﺪ
< C <ﺍﻟﺨﺸﻮﻧﻪ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﺗﻌﺘﺒﺮﺻﻨﻒﻣﻦ
ﺻﻨﻮﻑ:
< C +<ﺍﻟﻤﺸﺎﻩ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
25. < C <ﻗﻮﺍﺕﺻﺎﻋﻘﻪ
< C <ﻗﻮﺍﺕﺧﺎﺻﻪ
< C <ﻣﻀﻠﻴﻴﻦ
< Q <ﺍﻟﻤﻈﻠﻴﻴﻦﺗﻌﺘﺒﺮﻣﻦﺻﻨﻮﻑ
< C <ﺍﻟﻘﻮﺍﺕﺍﻟﺼﺎﻋﻘﻪ
< C <ﺍﻟﻘﻮﺍﺕﺍﻟﺨﺎﺻﻪ
< C +<ﺍﻟﻤﺸﺎﻩ
< C <ﺍﻟﻘﻮﺍﺕﺍﻟﻤﻨﻘﻮﻟﻪﺟﻮﺍ
ﺗﺘﺄﻟﻒﺍﻟﻨﻮﺍﻩﺍﻻﻭﻟﻰﻟﻠﻤﺸﺎﻩﻓﻲﺍﻟﺠﻴﺶ>Q<
ﺍﻟﻌﺮﺑﻲﻋﺎﻡ
< C>1916
< C>1918
< C+>1921
< C>1923
< Q <ﺗﺘﺄﻟﻒﺍﻟﻨﻮﺍﻩﺍﻻﻭﻟﻰﻟﻠﻤﺸﺎﻩﻓﻲﺍﻟﺠﻴﺶ
ﺍﻟﻌﺮﺑﻲﻣﻦﺍﻟﺬﻳﻦﺧﺪﻣﻮﺍﻓﻲ
< C <ﺟﻴﺶﺍﻟﺜﻮﺭﻩﺍﻟﻌﺮﺑﻴﻪﺍﻟﻜﺒﺮﻯ
< C <ﺍﻟﺠﻴﺶﺍﻟﺴﻮﺭﻱ
< C <ﺍﻟﺠﻴﺶﺍﻟﻌﺜﻤﺎﻧﻲ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻟﺬﻱﺍﻁﻠﻖﻋﻠﻰﺟﻤﻴﻊﺍﻟﻘﻮﺍﺕﺍﻟﻤﻮﺟﻮﺩﻩﻓﻲ
ﺷﺮﻕﺍﻻﺭﺩﻥﺍﺳﻢﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲﻫﻮ
< C <ﺍﻟﻤﻠﻚﺍﻟﺤﺴﻴﻦﺑﻦﻁﻼﻝ
< C +<ﺍﻟﻤﻠﻚﻋﺒﺪﷲﺑﻦﺍﻟﺤﺴﻴﻦﺍﻻﻭﻝ
< C <ﺍﻟﺸﺮﻳﻒﺣﺴﻦﺑﻦﻋﻠﻲ
< C <ﺍﻟﻤﻠﻚﻓﻴﺼﻞﺍﻻﻭﻝ
ﺍﻁﻠﻖﺍﻟﻤﻠﻚﺍﻟﻤﺆﺳﺲﺭﺣﻤﻪﷲﻋﻠﻰﺟﻤﻴﻊ>Q<
ﺍﻟﻘﻮﺍﺕﺍﻟﻤﻮﺟﻮﺩﻩﺷﺮﻕﺍﻻﺭﺩﻥﺍﺳﻢﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ
ﻋﺎﻡ
< C>1916
< C>1920
< C+>1923
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
29. < C <ﺍﻭﺳﺎ
< C <ﺍﻟﻬﻴﻮﻱ
< Q <ﻛﺘﻴﺒﺔﺍﻻﺳﺘﻜﻤﺎﻥﺗﺘﺒﻊﺍﻟﻰ
< C +<ﺳﻼﺡﺍﻟﻤﺪﻓﻌﻴﻪ
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﺠﻮﻱ
< C <ﺳﻼﺡﺍﻟﺪﺭﻭﻉ
< C <ﺳﻼﺡﺍﻟﻤﺸﺎﻩ
< Q <ﺗﺘﻤﻴﺰﻣﻌﺮﻛﺔﺍﻟﻤﺴﺘﻘﺒﻞﺑﻤﺎﻳﻠﻲ:
< C <ﻫﺠﻮﻡﺟﻮﻱﻭﺍﺳﻊﻭﻋﻠﻰﺍﻫﺪﺍﻑﻣﺤﺪﻭﺩ
ﻭﺑﺎﻋﺪﺍﺩﻣﺤﺪﻭﺩﻩﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
< C <ﻫﺠﻮﻡﺟﻮﻱﺿﻴﻖﻭﻋﻠﻰﺍﻫﺪﺍﻑﻣﺤﺪﻭﺩ
ﻭﺑﺎﻋﺪﺍﺩﻛﺒﻴﺮﻩﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
< C <ﻫﺠﻮﻡﺟﻮﻱﻭﺍﺳﻊﻭﺑﺎﻋﺪﺍﺩﻛﺒﻴﺮﻩﻣﻦ
ﺍﻟﻄﺎﺋﺮﺍﺕﻭﻋﻠﻰﺍﻫﺪﺍﻑﺿﻴﻘﻪ
< C +<ﻫﺠﻮﻡﺟﻮﻱﻭﺍﺳﻊﻭﻋﻠﻰﺍﻫﺪﺍﻑﻣﺘﻌﺪﺩﻩ
ﻭﺑﺎﻋﺪﺍﺩﻛﺒﻴﺮﻩﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕ
ﺍﻧﻮﺍﻉﺍﻟﺪﻓﺎﻉﺍﻟﺠﻮﻱﺍﻟﺮﺋﻴﺴﻴﺔ>Q<
< C <ﺩﻓﺎﻉﺟﻮﻱﺛﺎﺑﺖ
< C <ﺩﻓﺎﻉﺟﻮﻱﻣﺘﺤﺮﻙ
< C +<ﺩﻓﺎﻉﺟﻮﻱﻣﺮﻛﺰﻱ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻳﻘﺼﺪﺑﺎﻟﺴﻼﺡﺍﻟﺬﻱﻳﺴﺘﺨﺪﻡﺍﻟﺼﻮﺍﺭﻳﺦﺫﺍﺕ
ﺍﻟﻤﺪﻯﺍﻟﻤﺘﻮﺳﻂﻟﻠﺪﻓﺎﻉﻋﻦﺍﻟﻤﻨﺎﻁﻖﺍﻟﻌﺴﻜﺮﻳﻪﺍﻭ
ﺍﻟﻨﻘﺎﻁﺍﻟﺤﻴﻮﻳﻪﺍﻟﺨﻠﻔﻴﻪﻓﻲﺍﻟﻌﻤﻖ:
< C +<ﺩﻓﺎﻉﺟﻮﻱﺛﺎﺑﺖ
< C <ﺩﻓﺎﻉﺟﻮﻱﻣﺘﺤﺮﻙ
< C <ﺩﻓﺎﻉﺟﻮﻱﻣﺮﻛﺰﻱ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻙ
< Q <ﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﺴﺘﺨﺪﻡﺍﻟﺼﻮﺍﺭﻳﺦﺫﺍﺕﺍﻟﻤﺪﻯ
ﺍﻟﻘﺼﻴﺮﻟﻠﺪﻓﺎﻉﻋﻦﺍﻟﻘﻮﺍﺕﻓﻲﺍﻟﻤﻴﺪﺍﻥ:
< C <ﺩﻓﺎﻉﺟﻮﻱﻣﺮﻛﺰﻱ
< C +<ﺩﻓﺎﻉﺟﻮﻱﻣﺘﺤﺮﻙ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
30. < C <ﺩﻓﺎﻉﺟﻮﻱﺛﺎﺏ
< C <ﺳﻼﺡﺍﻟﺪﺭﻭﻉ
ﺍﻟﺬﻱﻳﺴﺘﺨﺪﻡﻣﻨﻈﻮﻣﺔﺩﻓﺎﻉﺟﻮﻱﻣﺘﻜﺎﻣﻠﻪ>Q<
ﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕﻭﺍﻻﺳﻠﺤﻪﻭﺍﻟﺮﺩﺍﺭﺍﺕﻭﻣﺮﺍﻛﺰﺍﻟﻘﻴﺎﺩﻩ
ﻭﺍﻟﺴﻴﻄﺮﻩﻫﻮ:
< C +<ﻣﺮﻛﺰﻱ
< C <ﺛﺎﺑﺖ
< C <ﻣﺘﺤﺮﻙ
< C <ﻣﻴﺪﺍﻧﻲ
< Q <ﺑﺪﺃﺗﺸﻜﻴﻞﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪﺍﻟﻤﻠﻜﻲﺑﺴﺮﻳﻪ
ﻫﻨﺪﺳﻪﻣﻴﺪﺍﻥﻛﻨﻮﺍﻩﻟﻬﺬﺍﺍﻟﺴﻼﺡﻋﺎﻡ:
< C>1921
< C>1946
< C+>1950
< C>1956
< Q <ﺍﻥﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﻘﻮﻡﺑﺘﺰﻭﻳﺪﺍﻟﻘﻮﺍﺕ
ﺍﻟﻤﺴﻠﺤﻪﺑﺎﻟﻠﻮﺍﺯﻡﺍﻟﺪﻓﺎﻋﻴﻪ
< C <ﺳﻼﺡﺍﻟﻤﺸﺎﻩ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
< C <ﺍﻟﺘﻤﻮﻳﻦﻭﺍﻟﻨﻘﻞﺍﻟﻤﻠﻜﻲ
ﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﻘﻮﻡﺑﻤﻌﺎﻟﺠﺔﺍﻟﺬﺧﺎﺋﺮﺍﻟﻌﻤﻴﺎء>Q<
ﻭﺗﻈﻬﺮﻣﻴﺎﺩﻳﻦﺍﻟﺘﺪﺭﻳﺐﻫﻮ
< C <ﺳﻼﺡﺍﻟﻤﺸﺎﻩ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
< C <ﺍﻟﺤﺮﺏﺍﻻﻟﻜﺘﺮﻭﻧﻴﻪ
< Q <ﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﻘﻮﻡﺑﻤﻌﺎﻟﺠﺔﺍﻟﺮﺳﺎﺋﻞﻭﺍﻟﻄﺮﻭﺩ
ﻭﺍﻟﺴﻴﺎﺭﺍﺕﺍﻟﻤﻔﺨﺨﻪﻓﻲﺟﻤﻴﻊﺍﻧﺤﺎءﺍﻟﻤﻤﻠﻜﻪ
< C <ﺳﻼﺡﺍﻟﻘﻮﺍﺕﺍﻟﺨﺎﺻﻪ
< C <ﺍﻟﺼﺎﻋﻘﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
31. < C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< Q <ﺍﻟﺴﻼﺡﺍﻟﺬﻱﻳﻘﻮﻡﺑﺪﻭﺭﺍﻟﺤﺼﺎﺩﺍﻟﻤﺎﺋﻲ
ﻭﺍﻗﺎﻣﺔﺍﻟﺴﺪﻭﺩﻭﺍﺳﺘﻄﻼﻉﺍﻻﺭﺍﺿﻲﺍﻟﺰﺭﺍﻋﻴﻪﻫﻮ
< C <ﺍﻟﺘﻤﻮﻳﻦﻭﺍﻟﻨﻘﻞﺍﻟﻌﺴﻜﺮﻱ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
< C <ﺍﻻﺷﻐﺎﻝﻭﺍﻻﺳﻜﺎﻥﺍﻟﻌﺴﻜﺮﻱ
< Q <ﺑﺪﺃﺕﻋﻤﻠﻴﺎﺕﺍﺯﺍﻟﺔﺣﻘﻮﻝﺍﻻﻟﻐﺎﻡﻣﻦﻗﺒﻞ
ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪﻋﺎﻡ:
< C>1987
< C+>1993
< C>2003
< C>2006
ﻧﺴﺒﺔﻣﺴﺎﺣﺔﺣﻘﻮﻝﺍﻻﻟﻐﺎﻡﺍﻟﻤﺰﺭﻭﻋﻪﻓﻲ>Q<
ﻏﻮﺭﺍﻻﺭﺩﻥﺑﺎﻟﻨﺴﺒﻪﻣﻦﻣﺴﺎﺣﺔﺍﻻﺭﺍﺿﻲﺍﻟﺼﺎﻟﺤﻪ
ﻟﻠﺰﺭﺍﻋﻪﻫﻲ:
< C>10%
< C+>15%
< C>20%
< C>25%
< Q <ﺍﻟﺬﻱﻳﺆﻣﻦﺟﻤﺎﻋﺔﺍﻟﻤﺴﺢﺍﻟﺠﻴﻮﻟﻮﺟﻲ
ﺍﻟﺘﺎﺑﻌﻪﻟﺴﻠﻄﺔﺍﻟﻤﺼﺎﺩﺭﺍﻟﻄﺒﻴﻌﻴﻪﺑﻔﺮﻕﻟﺘﻄﻬﻴﺮ
ﻣﻨﺎﻁﻖﺍﻟﻌﻤﻞﻣﻦﺍﻻﻟﻐﺎﻡ
< C <ﺳﻼﺡﺍﻟﻤﺸﺎﻩ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
< C <ﻭﺣﺪﺓﺍﻟﺤﺮﺏﺍﻻﻟﻜﺘﺮﻭﻧﻴﻪ
< Q <ﺍﻟﺬﻱﻗﺎﻡﺑﻌﻤﻠﻴﺔﺻﻴﺎﻧﺔﻭﺗﺮﻣﻴﻢﺍﻟﻤﻨﺘﺠﻌﺎﺕ
ﺍﻟﺴﻴﺎﺣﻴﺔﻓﻲﺍﻟﻤﻤﻠﻜﻪ:
ﺳﻼﺡﺍﻟﻤﺸﺎﻩ>C<
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
32. < C <ﺳﻼﺡﺍﻟﺘﻤﻮﻳﻦﻭﺍﻟﻨﻘﻞﺍﻟﻤﻠﻜﻲ
< Q <ﺍﻟﺬﻱﺳﻴﻄﺮﻋﻠﻰﺗﺴﺮﺏﺍﻟﻐﺎﺯﺍﻟﺬﻱﺣﺼﻞ
ﻓﻲﻣﺼﻨﻊﺍﻟﻜﻠﻮﺭﻓﻲﻣﻨﻄﻘﺔﺍﻟﺰﺭﻗﺎءﻫﻮ:
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< C <ﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪ
< C +<ﺳﻼﺡﺍﻟﻬﻨﺪﺳﻪ
< C <ﺳﻼﺡﺍﻟﻘﻮﺍﺕﺍﻟﺨﺎﺻﻪ
< Q <ﺑﺪءﻋﻤﻞﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﺍﻟﻤﻠﻜﻲﻋﺎﻡ
< C>1916
< C+>1921
< C>1928
< C>1948
< Q <ﺍﻓﻀﻞﻭﺳﻴﻠﺔﺍﺗﺼﺎﻻﺕﻓﻲﺍﻟﻮﻗﺖﺍﻟﺤﺎﺿﺮ
ﻳﺴﺘﺨﺪﻣﻬﺎﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﻭﺧﺎﺻﻪﺍﺛﻨﺎء
ﺍﻟﻤﻨﺎﻭﺭﺍﺕﻭﺍﺛﻨﺎءﺍﻟﺤﺮﺏ:
< C <ﺟﻬﺎﺯﺍﻟﺨﻠﻮﻱ
< C <ﺍﻻﻧﺘﺮﻧﺖ
ﺟﻬﺎﺯﺍﻟﻼﺳﻠﻜﻲ>+C<
< C <ﺍﻟﻤﺮﺍﺳﻠﻮﻥ
< Q <ﺷﻜﻠﺖﺍﻭﻝﺳﺮﻳﺔﻻﺳﻠﻜﻲﻋﺎﻡ:
< C>1921
< C>1928
< C>1942
< C+>1949
< Q <ﻛﺘﻴﺒﺔﺍﻻﺳﺘﻄﻼﻉﺗﺘﺒﻊﺍﻟﻰ
< C <ﺳﻼﺡﺍﻟﻤﺪﻓﻌﻴﻪ
< C +<ﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲ
< C <ﺳﻼﺡﺍﻟﺪﺭﻭﻉ
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﺠﻮﻱ
< Q <ﺍﺳﻢﺍﻟﻜﻠﻴﻪﺍﻟﺘﻲﺗﺘﺒﻊﺍﻟﻰﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲ
< C <ﻛﻠﻴﺔﺍﻻﻣﻴﺮﻏﺎﺯﻱﺑﻦﷴ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
33. < C +<ﻛﻠﻴﺔﺍﻟﺸﺮﻳﻒﻧﺎﺻﺮﺑﻦﺟﻤﻴﻞ
< C <ﻛﻠﻴﺔﺍﻟﺤﺴﻴﻦﺑﻦﻁﻼﻝ
< C <ﻛﻠﻴﺔﺍﻻﻣﻴﺮﺍﻟﺤﺴﻴﻦﺑﻦﻋﺒﺪﷲ
< Q <ﻁﺮﻕﺍﻟﻤﺤﺎﻓﻈﻪﻋﻠﻰﺍﻣﻦﺍﻻﺗﺼﺎﻻﺕﻓﻲ
ﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﺍﻟﻤﻠﻜﻲ
ﺍﻟﺘﺸﻔﻴﺮﺍﻟﻴﺪﻭﻱﻭﺍﻻﻟﻲ>+C<
< C <ﺗﻮﺯﻳﻊﺍﻟﺘﻌﻠﻴﻤﺎﺕﺍﻟﻼﺳﻠﻜﻴﻪﻟﺠﻤﻴﻊﺍﻓﺮﺍﺩ
ﺍﻟﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪ
< C <ﻣﺮﺍﻗﺒﺔﺍﻣﻦﺍﻻﺗﺼﺎﻻﺕﺍﻟﻤﺪﻧﻴﻪﻭﺍﻟﻌﺴﻜﺮﻳﻪ
< C <ﺗﻮﺯﻳﻊﺍﻟﺘﺮﺩﺩﺍﺕﺍﻟﻼﻟﻜﻴﻪﻋﻠﻰﺍﻟﻀﺒﺎﻁﻓﻘﻂ
< Q <ﻣﻦﻭﺍﺟﺒﺎﺕﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲ:
< C <ﺗﻮﺯﻳﻊﺍﻟﺘﺮﺩﺩﺍﺕﻟﻠﻤﺆﺳﺴﺎﺕﺍﻟﺤﻜﻮﻣﻴﻪ
< C <ﺗﻮﺯﻳﻊﺍﻟﺘﺮﺩﺩﺍﺕﻟﻠﻤﺆﺳﺴﺎﺕﺍﻟﻤﺪﻧﻴﻪ
< C <ﺗﻮﺯﻳﻊﺍﻟﺘﺮﺩﺩﺍﺕﻟﻠﻘﻮﺍﺕﺍﻟﻤﺴﻠﺤﻪ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻟﺬﻱﻳﺴﺘﻠﻢﻭﺍﺟﺐﺍﻻﺫﺍﻋﺔﻭﺍﻟﺘﻠﻔﺰﻳﻮﻥﺍﻳﺎﻡ
ﺍﻟﺤﺮﺏﻭﻋﻨﺪﺍﻟﺤﺎﺟﻪﻟﺬﻟﻚﻫﻮ:
< C <ﻣﺪﻳﺮﺍﻟﺘﻮﺟﻴﻪﺍﻟﻤﻌﻨﻮﻱ
< C <ﻣﺪﻳﺮﺍﻟﺜﻘﺎﻓﻪﺍﻟﻌﺴﻜﺮﻳﻪ
< C <ﺍﻟﻘﻮﺍﺕﺍﻟﺨﺎﺻﻪ
< C +<ﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲﺍﻟﻤﻠﻜﻲ
.
< Q <ﻛﻠﻴﺔﺍﻻﻣﻴﺮﺍﻟﺤﺴﻴﻦﺑﻦﻋﺒﺪﷲﺗﺘﺒﻊﺍﻟﻰ:
< C +<ﻣﺪﻳﺮﻳﺔﺳﻼﺡﺍﻟﺼﻴﺎﻧﻪﺍﻟﻤﻠﻜﻲ
< C <ﻣﺪﺭﻳﺔﺳﻼﺡﺍﻟﻼﺳﻠﻜﻲ
< C <ﺳﻼﺡﺍﻟﺠﻮﺍﻟﻤﻠﻜﻲ
ﺍﻻﻣﻦﺍﻟﻌﺎﻡ>C<
< Q <ﺍﻟﻤﻌﺮﻛﺔﺍﻟﺘﻲﺧﺴﺮﻓﻴﻬﺎﺍﻟﻴﻬﻮﺩﺿﻌﻔﻲﺍﻟﻌﺪﺩ
ﺍﻟﺬﻱﺧﺴﺮﻩﻓﻲﺍﻟﻤﻌﺎﺭﻙﺍﻟﺘﻲﻭﻗﻌﺖﻓﻲﺟﻤﻴﻊ
ﺍﻧﺤﺎءﻓﻠﺴﻄﻴﻦﺍﺑﺎﻥﺗﺎﺳﻴﺲﺩﻭﻟﺘﻬﻢﺍﻟﻤﺰﻋﻮﻣﺔ
< C <ﻣﻌﺮﻛﺔﺍﻟﻠﻄﺮﻭﻥ
< C +<ﻣﻌﺮﻛﺔﺑﺎﺏﺍﻟﻮﺍﺩ
< C <ﻣﻌﺮﻛﺔﺟﺒﻞﺍﻟﻤﺒﻜﺮ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
34. < C <ﻣﻌﺮﻛﺔﺟﻨﻴﻦ
< Q <ﻋﻘﺪﺍﻟﻤﺆﺗﻤﺮﺍﻟﺼﻬﻴﻮﻧﻲﺍﻻﻭﻝﻓﻲﺑﺎﺯﻝﻋﺎﻡ
< C>1887
< C+>1897
< C>1907
< C>1917
< Q <ﺍﻟﻤﻜﺎﻥﺍﻟﺬﻱﻋﻘﺪﻓﻴﻪﺍﻟﻤﺆﺗﻤﺮﺍﻟﺼﻬﻴﻮﻧﻲ
ﺍﻻﻭﻝﻋﺎﻡ6857ﻫﻮ
< C <ﺑﺮﻟﻴﻦ
< C +<ﺑﺎﺯﻝ
< C <ﻧﻴﻮﺭﻙ
< C <ﻟﻨﺪﻥ
ﺍﻟﺬﻱﺗﻤﻜﻦﻣﻦﺍﻗﻨﺎﻉﺍﻟﺴﻠﻄﺎﺕﺍﻟﺒﺮﻳﻄﺎﻧﻴﻪ>Q<
ﺑﺎﺻﺪﺍﺭﻭﻋﺪﺑﻠﻔﻮﺭﻫﻮ
< C <ﺛﻴﻮﺩﻭﺭﻫﻴﺮﺗﻨﺰﻝ
< C +<ﺣﺎﻳﻴﻢﻭﺍﻳﺰﻣﻦ
< C <ﻣﻮﺳﻰﺩﻳﺎﻥ
< C <ﻣﻨﺎﺣﻦﺑﻴﻐﻦ
< Q <ﻋﻘﺪﺍﻟﻤﺆﺗﻤﺮﺍﻟﺼﻬﻴﻮﻧﻲﺍﻻﻭﻝﻓﻲﺑﺎﺯﻝﻋﺎﻡ
6857ﺑﺮﺋﺎﺳﺔ
< C +<ﺛﻴﻮﺩﻭﺭﻫﻴﺮﺗﺰﻝ
< C <ﻫﺎﻳﻤﻴﻦﻭﺍﻳﺰﻣﻦ
< C <ﻣﻮﺳﻰﺩﻳﺎﻥ
< C <ﻣﻨﺎﺣﻦﺑﻴﻐﻦ
< Q <ﻛﺎﻥﺷﻌﺎﺭﺍﻟﻤﻨﻀﻤﺎﺕﺍﻟﺼﻬﻴﻮﻧﻴﻪﻓﻲﺗﻌﺒﺌﺔ
ﻛﺎﻓﺔﻳﻬﻮﺩﺍﻟﻌﺎﻟﻢﻟﻠﻤﻌﺮﻛﺔﻋﻠﻰﺍﻟﻌﺮﺏﻫﻮ
< C <ﺍﺭﺟﻊﺍﻟﻰﺍﺭﺽﺍﺑﺎﺋﻚﻭﺍﺟﺪﺍﺩﻙ
< C <ﺍﺭﺽﻓﻠﺴﻄﻴﻦﺗﺪﺭﻟﺒﻨﺎﻭﻋﺴﻼ
< C +<ﺍﺳﺮﺍﺋﻴﻞﻓﻲﺣﺎﺟﻪﺍﻟﻴﻚﻣﺎﺍﻟﺬﻱﺗﺴﺘﻄﻴﻊ
ﺍﻥﺗﻔﻌﻠﻪﻣﻦﺍﺟﻠﻬﺎ
< C <ﻻْﺷﻲﻣﻤﺎﺫﻛﺮ
ﻟﻢﻳﻨﺠﺢﺍﻟﻌﺮﺏﻓﻲﺗﻬﻴﺌﺔﺍﻟﺒﻴﺌﻪﺍﻟﺪﻭﻟﻴﻪ>Q<
ﻭﺍﻟﻤﺤﻠﻴﻪﻟﻼﺳﺒﺎﺏﺍﻟﺘﺎﻟﻴﻪﻓﻲﺣﺮﺏﻋﺎﻡ6508
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
35. < C <ﺍﻧﻌﺪﺍﻡﺍﻟﺘﺄﺛﻴﺮﺍﻟﻌﺮﺑﻲﻓﻲﺍﻭﺭﻭﺑﺎﻭﺍﻣﺮﻳﻜﺎ
< C <ﺍﻋﺘﻘﺎﺩﺍﻟﻌﺮﺏﺑﺎﻥﺟﻴﻮﺷﻬﻢﻗﺎﺩﺭﻩﻋﻠﻰ
ﺍﻟﻘﻀﺎءﻋﻠﻰﺍﻟﻴﻬﻮﺩﺧﻼﻝﺍﻳﺎﻡﻣﻌﺪﻭﺩﻩ
< C <ﺣﺪﺍﺛﺔﺍﻟﻘﻴﺎﺩﺍﺕﺍﻟﺴﻴﺎﺳﻴﻪﻓﻲﺫﻟﻚﺍﻟﻮﻗﺖ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺑﺪءﺍﻟﻌﺪﻭﺍﻟﺼﻬﻴﻮﻧﻲﺑﺎﺟﺮﺍءﺻﻨﺎﻋﺎﺕﺩﺍﺧﻞ
ﻓﻠﺴﻄﻴﻦﻓﻲﻋﺎﻡ
< C>1923
< C+>1933
< C>1913
< C>1953
< Q <ﺍﺳﺒﺎﺏﻧﺠﺎﺡﺍﻟﻘﻮﺍﺕﺍﻟﻴﻬﻮﺩﻳﻪﻓﻲﺣﺮﺏﻋﺎﻡ
6508
< C <ﺍﺳﺘﺨﺪﺍﻡﻣﺒﺪﺃﺍﻟﺘﻌﺮﺽﻭﺍﻟﺘﻘﺮﺏﺍﻟﻤﺒﺎﺷﺮ
< C <ﺍﻻﺳﺘﻔﺎﺩﺓﻣﻦﻣﻴﺰﺓﺍﻟﻘﺘﺎﻝﻓﻲﺍﻟﺨﻄﻮﻁ
ﺍﻟﺨﺎﺭﺟﻴﻪ
< C <ﻋﺪﻡﺍﻻﺧﺘﺒﺎﺭﺍﻟﻤﻨﺎﺳﺐﻟﻼﻫﺪﺍﻑ
< C +<ﺍﺳﺘﺜﻤﺎﺭﻓﺘﺮﺍﺕﺍﻟﻬﺪﻧﻪﻟﺼﺎﻟﺤﻬﻢ
ﺍﺳﺒﺎﺏﻋﺪﻡﻧﺠﺎﺡﺍﻟﻘﻮﺍﺕﺍﻟﻌﺮﺑﻴﻪﻓﻲﺣﺮﺏ>Q<
ﻋﺎﻡ6508
< C <ﺗﻮﻓﺮﺍﻻﺣﺘﻴﺎﻁﺍﻟﻤﻨﺎﺳﺐﻟﻤﻌﺎﻟﺠﺔﺍﻟﻤﻮﺍﻓﻖ
ﺍﻟﻄﺎﺭﺋﻪ
< C <ﺍﺧﺘﻴﺎﺭﺍﻻﻫﺪﺍﻑﺍﻟﻤﻨﺎﺳﺒﻪ
< C +<ﺍﻟﻠﺠﻮءﺍﻟﻰﺍﻟﺪﻓﺎﻉﺍﻟﻤﺴﺘﻜﻦﻓﻲﻣﻌﻈﻢ
ﻣﺮﺍﺣﻞﺍﻟﺤﺮﺏ
< C <ﺍﻋﺘﻤﺎﺩﺍﺳﺘﺮﺍﺗﻴﺠﻴﻪﺍﻟﺘﻘﺮﺏﻏﻴﺮﺍﻟﻤﺒﺎﺷﺮ
< Q <ﻣﻦﺍﻟﺪﺭﻭﺱﺍﻟﻤﺴﺘﻔﺎﺩﻩﻓﻲﻋﺎﻡ6508
< C <ﺍﻧﺘﺨﺎﺏﺍﻟﻬﺪﻑ,ﺣﺸﺪﺍﻟﻘﻮﻩ
< C <ﺣﺸﺪﺍﻟﻘﻮﻩ,ﺗﻬﻴﺌﺔﺍﻟﺒﻴﺌﻪﺍﻟﺪﻭﻟﻴﻪﻭﺍﻟﻤﺤﻠﻴﻪ
< C <ﺗﻬﻴﺌﺔﺍﻟﺒﻴﺌﻪﺍﻟﺪﻭﻟﻴﻪﻭﺍﻟﻤﺤﻠﻴﻪ,ﻭﺣﺪﺓﺍﻟﻘﻴﺎﺩﻩ
ﻭﺍﻟﺘﻌﺎﻭﻥ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻓﻲﺣﺮﺏﻋﺎﻡ6517ﻭﺟﻬﺖﺍﺳﺮﺍﺋﻴﻞ
ﺿﺮﺑﺘﻬﺎﺍﻻﻭﻝﺍﻟﻰ
< C <ﺳﻮﺭﻳﺎ
< C +<ﻣﺼﺮ
< C <ﺍﻻﺭﺩﻥ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
36. < C <ﻟﺒﻨﺎﻥ
ﻋﺪﺩﺷﻬﺪﺍءﺍﻟﻌﺮﺏﻓﻲﺣﺮﺏﻋﺎﻡ6517 >Q<
< C>15844
< C>16844
< C+>17844
< C>18744
< Q <ﺑﺎﻣﻜﺎﻥﺍﻟﻌﺮﺏﻫﺰﻳﻤﺖﺍﺳﺮﺍﺋﻴﻞﺍﺫﺍﺗﻮﻓﺮﻣﺎ
ﻳﻠﻲ
< C <ﻭﺣﺪﺓﺍﻟﻜﻠﻤﻪ
< C <ﺍﻟﺘﺼﻤﻴﻢﻋﻠﻰﺍﻟﻘﺘﺎﻝ
< C <ﻋﻮﺩﺓﺍﻻﻣﻪﺍﻟﻰﺩﻳﻨﻬﺎﻭﻋﻘﻴﺪﺗﻬﺎﺍﻻﺳﻼﻣﻴﻪ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻛﺎﻥﻋﺪﺩﺍﻟﻘﻮﺍﺕﺍﻻﺭﺩﻧﻴﻪﻓﻲﺣﺮﺏﻋﺎﻡ
6517
< C>36ﺍﻟﻒ
< C>46ﺍﻟﻒ
< C+>56ﺍﻟﻒ
< C>65ﺍﻟﻒ
< Q <ﻁﻮﻝﺍﻟﺠﺒﻬﻪﺍﻻﺭﺩﻧﻴﻪﻓﻲﺣﺮﺏﻋﺎﻡ6517
ﻫﻮ:
< C>350ﻛﻢ
ﻛﻢC>450<
< C>550ﻛﻢ
< C+>650ﻛﻢ
< Q <ﻗﺎﺋﺪﺍﻟﺴﻼﺡﺍﻟﺠﻮﺍﻟﻤﺼﺮﻱﻓﻲﺣﺮﺏﻋﺎﻡ
6517
< C <ﻋﺒﺪﺍﻟﻤﻨﻌﻢﺭﻳﺎﺽ
< C <ﻋﺒﺪﺍﻟﺤﻜﻴﻢﻋﺎﻣﺮ
< C +<ﷴﺻﺪﻗﻲﻣﺤﻤﻮﺩ
< C <ﺟﻤﺎﻝﻋﺒﺪﺍﻟﻨﺎﺻﺮ
< Q <ﻧﺴﺒﺔﺍﻟﻄﺎﺋﺮﺍﺕﺍﻟﻤﺼﺮﻳﻪﺍﻟﺘﻲﺩﻣﺮﺕﻓﻲ
ﺣﺮﺏﻋﺎﻡ6517ﻓﻲ
< C>35%
< C+>65%
< C>85%
< C>100%
< Q <ﺍﺳﺘﻬﺪﻓﺖﺍﻟﻄﺎﺋﺮﺍﺕﺍﻻﺳﺮﺍﺋﻴﻠﻴﻪﺍﻻﻫﺪﺍﻑ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
37. ﺍﻟﻤﺼﺮﻳﻪﺍﻟﺘﺎﻟﻴﻪﻓﻲﺣﺮﺏﻋﺎﻡ6517
< C <ﺗﺪﻣﻴﺮﺍﻛﺒﺮﻋﺪﺩﻣﻦﺍﻟﻄﺎﺋﺮﺍﺕﻭﻫﻲﺟﺎﺛﻤﻪ
ﻋﻠﻰﺍﻻﺭﺽ
< C <ﺗﺨﺮﻳﺐﻣﺪﺍﺭﺝﺍﻟﻄﺎﺋﺮﺍﺕﺍﻟﺮﺋﻴﺴﻴﻪ
ﺗﺪﻣﻴﺮﻣﻨﺸﺎﺕﺍﻟﻘﻮﺍﺕﺍﻟﻌﺴﻜﺮﻳﻪ>C<
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻛﺎﻧﺖﺍﻟﻄﺎﺋﺮﺍﺕﺍﻻﺭﺩﻧﻴﻪﺍﻟﺘﻲﺍﺳﺘﺨﺪﻣﺖﻓﻲ
ﺣﺮﺏﻋﺎﻡ6517ﻣﻦﻧﻮﻉ
< C <ﻑ9
< C <ﻑ61
< C <ﻣﻴﺮﺍﺝ
< C +<ﻫﻮﻛﺮﻫﻨﺘﺮ
< Q <ﺍﺳﺒﺎﺏﻧﺠﺎﺡﺍﻟﻬﺠﻮﻡﺍﻟﺠﻮﻱﺍﻻﺳﺮﺍﺋﻴﻠﻲﻋﻠﻰ
ﻣﺼﺮﻓﻲﺣﺮﺏﻋﺎﻡ6517
< C <ﺍﻟﻄﺎﺋﺮﺍﺕﺍﻟﻤﺼﺮﻳﻪﻛﺎﻧﺖﻣﻦﺍﻟﻨﻮﻉﺍﻟﻘﺪﻳﻢ
< C <ﻋﺪﻡﻛﻔﺎءﺓﺍﻟﻄﻴﺎﺭﻳﻦﺍﻟﻤﺼﺮﻳﻴﻦ
< C +<ﺍﻻﻫﻤﺎﻝﻓﻲﺗﺪﺍﺑﻴﺮﺍﻟﻴﻘﻈﻪﻭﺍﻻﻣﻦ
< C <ﻻﺷﻲءﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻗﺎﻡﺍﻟﻄﻴﺮﺍﻥﺍﻹﺳﺮﺍﺋﻴﻠﻲﻓﻲﺣﺮﺏﻋﺎﻡ
6517ﺑﻌﺪﺗﺤﻄﻢﺍﻟﻄﻴﺮﺍﻥﺍﻟﻌﺮﺑﻲﺑﻤﺎﻳﻠﻲ
< C <ﺗﺤﻄﻴﻢﺍﻟﺠﺴﻮﺭﻭﺍﻟﻄﺮﻕﻭﺍﻟﻤﻨﺸﺎﺕﺍﻟﻌﺴﻜﺮﻳﻪ
ﺍﻟﻌﺮﺑﻴﻪ
< C <ﺗﺤﻄﻴﻢﻧﻔﺴﻴﺔﺍﻟﻘﻮﺍﺕﻭﺍﻟﺴﻜﺎﻥﻭﺍﺿﻌﺎﻑ
ﻣﻌﻨﻮﻳﺎﺗﻬﻢ
ﻧﺠﺪﺕﺍﻓﺮﺍﺩﻭﻣﺠﻤﻮﻋﺎﺕﺍﻟﻌﺪﻭﻛﻠﻤﺎﺗﻌﺮﺽ>C<
ﺍﻟﻰﻣﺎﺯﻕ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻟﻢﺗﻘﻊﻣﻌﺮﻛﺔﺑﺤﺮﻳﻪﺑﻴﻦﻣﺼﺮﻭﺍﺳﺮﺍﺋﻴﻞ
ﺑﺎﻟﻤﻌﻨﻰﺍﻟﺼﺤﻴﺢﻟﻼﺳﺒﺎﺏﺍﻟﺘﺎﻟﻴﻪ
< C <ﺭﻏﺒﺔﺍﺳﺮﺍﺋﻴﻞﺍﻥﻻﺗﺼﺎﺏﺑﺤﺮﻳﺘﻬﺎﺑﺨﺴﺎﺋﺮ
ﻓﺎﺩﺣﻪﻻﻥﺍﻟﺒﺤﺮﻳﻪﺍﻟﻤﺼﺮﻳﻪﻗﻮﻳﺔ
< C +<ﺭﻏﺒﺔﻣﺼﺮﺍﻥﻻﺗﺼﺎﺏﺑﺤﺮﻳﺘﻬﺎﺑﺨﺴﺎﺋﺮ
ﻓﺎﺩﺣﻪ
< C <ﻋﺪﻡﺗﺄﺛﻴﺮﺍﻟﺘﺪﺧﻞﺍﻟﺒﺮﻱﺍﻻﺳﺮﺍﺋﻴﻠﻲﻓﻲ
ﻣﺠﺮﻯﺍﻟﻘﺘﺎﻝ
< C <ﻻْﺷﻲﻣﻤﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﺳﺘﻤﺮﺣﺸﺪﺍﻟﻘﻮﺍﺕﺍﻟﻤﺼﺮﻳﻪﻓﻲﺳﻴﻨﺎء96
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
38. ﻳﻮﻡﻗﺒﻞﺣﺮﺏ6517ﻟﻜﻦﺻﺪﺭﺍﻣﺮﺍﻻﻧﺴﺤﺎﺏ
ﻟﻠﻘﻮﺍﺕﺍﻟﻤﺼﺮﻳﻪﺑﻌﺪﺑﺪءﺍﻟﻤﻌﺮﻛﻪﺏ
< C>24ﺳﺎﻋﻪ
< C+>30ﺳﺎﻋﻪ
< C>72ﺳﺎﻋﻪ
< C>96ﺳﺎﻋﻪ
ﻛﺎﻥﺍﻟﻬﺪﻑﺍﻻﺳﺘﺮﺍﺗﻴﺠﻲﻟﻼﻣﻪﺍﻟﻌﺮﺑﻴﻪﻗﺒﻞ>Q<
ﺣﺮﺏﻋﺎﻡ6517
< C <ﺍﺣﺘﻮﺍءﺍﺳﺮﺍﺋﻴﻞ
< C <ﺍﻟﻘﺒﻮﻝﺑﺎﻻﻣﺮﺍﻟﻮﺍﻗﻊ
< C +<ﺗﺪﻣﻴﺮﺇﺳﺮﺍﺋﻴﻞ
< C <ﻣﻨﻊﺇﺳﺮﺍﺋﻴﻞﻣﻦﺍﺧﺘﻼﻝﺍﺭﺍﺿﻲﺟﺪﻳﺪﻩ
< Q <ﺗﻜﻮﻥﻧﺘﻴﺠﺔﺍﻟﺤﺮﺏﻋﻠﻰﻣﺴﺮﺡﺍﻟﻌﻤﻠﻴﺎﺕ
ﺍﻻﺭﺩﻧﻲﻓﻲﺣﺮﺏﻋﺎﻡ6517ﺍﻓﻀﻞﻣﻤﺎﺃﻟﺖﺍﻟﻴﻪ
ﻟﻮﺍﻥ
< C <ﺍﻻﺭﺩﻥﺧﺎﺽﺍﻟﺤﺮﺏﻭﻓﻖﺍﺳﺘﺮﺍﺗﻴﺠﻴﻪ
ﺍﻟﻌﺮﺑﻴﻪﺍﻟﻤﺸﺘﺮﻛﻪ
< C <ﻏﻴﺮﺍﻟﺨﻄﻂﺑﻨﺎءﻁﻠﺐﻗﺎﺋﺪﺍﻟﻤﻌﺮﻛﻪ
< C +<ﻣﻦﺍﺳﺘﻠﻢﺍﻟﻘﻴﺎﺩﺓﺃﺭﺩﻧﻲﻳﻌﺮﻑﻁﺒﻴﻌﺔ
ﻣﺴﺮﺡﺍﻟﻌﻤﻠﻴﺎﺕ
< C <ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺣﺪﺛﺖﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪﺑﺘﺎﺭﻳﺦ
< C>5ﺣﺰﻳﺮﺍﻥ6517
< C>21ﺍﻳﺎﺭ6591
< C+>21ﺍﺫﺍﺭ6518
< C>6ﺗﺸﺮﻳﻦﺍﻟﺜﺎﻧﻲ6570
ﺍﻟﻘﻮﺍﺕﺍﻻﺭﺩﻧﻴﻪﺍﻟﺘﻲﺷﺎﺭﻛﺖﻓﻲﻣﻌﺮﻛﺔ>Q<
ﺍﻟﻜﺮﺍﻣﻪ
< C +<ﻓﺮﻗﻪ
< C <ﻓﺮﻗﺘﻴﻦ
< C <ﺛﻼﺙﻓﺮﻕ
< C>4ﻓﺮﻕ
< Q <ﻗﻮﺓﺍﻟﻬﺠﻮﻡﺍﻟﺮﺋﻴﺴﻴﻪﻟﻠﻌﺪﻭﺍﻻﺳﺮﺍﺋﻴﻠﻲﻓﻲ
ﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
< C <ﻓﺮﻗﻪ
< C +<ﻓﺮﻗﺘﻴﻦ
< C <ﺛﻼﺙﻓﺮﻕ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
39. < C <ﺍﺭﺑﻊﻓﺮﻕ
< Q <ﻛﺎﻥﻟﻮﺍءﺍﻟﻘﺎﺩﺳﻴﻪﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪﺑﺪﺍﻓﻊ
ﻋﻦ
< C +<ﻣﺤﻮﺭﺍﻟﻌﺎﺭﺿﻪ
< C <ﻣﺤﻮﺭﻭﺍﺩﻱﺷﻌﻴﺐ
< C <ﻣﺤﻮﺭﻧﺎﻋﻮﺭ
< C <ﻣﺤﻮﺭﺍﻟﻐﻮﺭﺍﻟﺼﺎﻓﻲ
< Q <ﻛﺎﻥﻟﻮﺍءﺍﻻﻣﻴﺮﺓﻋﺎﻟﻴﻪﺑﺪﺍﻓﻊﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
ﻋﻦ
ﻣﺤﻮﺭﺍﻟﻌﺎﺭﺿﻪ>C<
< C +<ﻣﺤﻮﺭﻭﺍﺩﻱﺷﻌﻴﺐ
< C <ﻣﺤﻤﻮﺭﻧﺎﻋﻮﺭ
< C <ﻣﺤﻮﺭﺍﻟﻐﻮﺭﺍﻟﺼﺎﻓﻲ
< Q <ﻛﺎﻥﻟﻮﺍءﺣﻄﻴﻦﻳﺪﺍﻓﻊﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
ﻋﻦ
< C <ﻣﺤﻮﺭﺍﻟﻌﺎﺭﺿﻪ
< C <ﻣﺤﻮﺭﻭﺍﺩﻱﺷﻌﻴﺐ
< C +<ﻣﺤﻮﺭﻧﺎﻋﻮﺭ
< C <ﻣﺤﻮﺭﺍﻟﻐﻮﺭﺍﻟﺼﺎﻓﻲ
< Q <ﺍﻟﻠﻮﺍءﺍﻟﺬﻱﻭﺿﻊﺍﺣﺘﻴﺎﻁﻓﻲﺍﻟﺨﻠﻒﻓﻲ
ﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪﻫﻮ
< C <ﻟﻮﺍءﺍﻻﻣﻴﺮﻩﻋﺎﻟﻴﻪ
< C <ﻟﻮﺍءﺣﻄﻴﻦ
< C <ﻟﻮﺍءﺍﻟﻘﺎﺩﺳﻴﻪ
< C +<ﺍﻟﻠﻮﺍءﺍﻟﻤﺪﺭﻉ11
< Q <ﻛﺎﻥﻳﺪﺍﻓﻊﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪﻋﻦﻣﺤﻮﺭ
ﺍﻟﻌﺎﺭﺿﻪﺍﻟﻠﻮﺍء
< C <ﺍﻻﻣﻴﺮﻩﻋﺎﻟﻴﻪ
< C <ﺣﻄﻴﻦ
ﺍﻟﻘﺎﺩﺳﻴﻪ>+C<
< C <ﺍﻟﻤﺪﺭﻉ11
< Q <ﺍﻟﺠﺴﻮﺭﺍﻟﺘﻲﺍﺳﺘﺨﺪﻣﻬﺎﺍﻟﻌﺪﻭﺍﻻﺳﺘﺮﺍﺗﻴﺠﻲ
ﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
< C <ﺟﺴﺮﺍﻟﻤﻠﻚﺣﺴﻴﻦﻭﺟﺴﺮﺍﻻﻣﻴﺮﺣﺴﻦ
ﻭﺟﺴﺮﺍﻻﻣﻴﺮﻓﻴﺼﻞ
< C <ﺟﺴﺮﺍﻟﻤﻠﻚﻋﺒﺪﷲ,ﺟﺴﺮﺍﻟﻤﻠﻚﺣﺴﻴﻦ,
ﺟﺴﺮﺍﻟﻤﻠﻚﻁﻼﻝ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
40. < C <ﺟﺴﺮﺍﻟﻤﻠﻚﻋﺒﺪﷲ,ﺟﺴﺮﺍﻟﺸﻴﺦﺣﺴﻴﻦ,
ﺟﺴﺮﺍﻟﻤﻘﺎﺭﻥ
< C +<ﺟﺴﺮﺍﻟﻤﻠﻚﺣﺴﻴﻦ,ﺟﺴﺮﺍﻟﻤﻠﻚﻋﺒﺪﷲ,
ﺟﺴﺮﺍﻻﻣﻴﺮﷴ
< Q <ﺍﻟﻤﺤﻮﺭﺍﻟﺘﻀﻠﻴﻠﻲﺍﻟﺬﻱﺍﺳﺘﺨﺪﻣﻪﺍﻟﻌﺪﻭ
ﺍﻻﺳﺮﺍﺋﻴﻠﻲﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
< C <ﻣﺤﻮﺭﺍﻟﻌﺎﺭﺿﻪ
< C <ﻣﺤﻮﺭﻧﺎﻋﻮﺭ
< C <ﻣﺤﻮﺭﻭﺍﺩﻱﺷﻌﻴﺐ
< C +<ﻣﺤﻮﺭﺍﻟﻐﻮﺭﺍﻟﺼﺎﻓﻲ
< Q <ﻗﺪﺭﺕﻗﻮﺍﺕﺍﻟﻌﺪﻭﺍﻻﺳﺮﺍﺋﻴﻠﻲﺍﻟﺘﻲﺷﺎﺭﻛﺖ
ﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
ﻣﻘﺎﺗﻞC+>15000<
< C>20000ﻣﻘﺎﺗﻞ
< C>25000ﻣﻘﺎﺗﻞ
< C>30000ﻣﻘﺎﺗﻞ
< Q <ﺍﻟﻠﻮﺍءﺍﻟﺬﻱﻗﺎﻡﺑﺎﻟﻬﺠﻮﻡﺍﻟﻤﻌﺎﻛﺲﻋﻠﻰﻗﻮﺍﺕ
ﺍﻟﻌﺪﻭﺍﻻﺳﺮﺍﺋﻴﻠﻲﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪﻫﻮ
< C <ﻟﻮﺍءﺣﻄﻴﻦ
< C <ﻟﻮﺍءﺍﻟﻘﺎﺩﺳﻴﻪ
< C <ﺍﻻﻣﻴﺮﻩﻋﺎﻟﻴﻪ
< C +<ﻟﻮﺍءﺍﻟﻤﺪﺭﻉ11
< Q <ﺧﺴﺮﺍﻟﻌﺪﻭﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
< C>100ﻗﺘﻴﻞ
< C>150ﻗﺘﻴﻞ
< C>200ﻗﺘﻴﻞ
< C+>250ﻗﺘﻴﻞ
< Q <ﺧﺴﺮﺍﻟﻌﺪﻭﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ
< C>300ﺟﺮﻳﺢ
< C>350ﺟﺮﻳﺢ
< C>450ﺟﺮﻳﺢ
< C+>450ﺟﺮﻳﺢ
ﺧﺴﺮﺍﻟﻌﺪﻭﻓﻲﻣﻌﺮﻛﺔﺍﻟﻜﺮﺍﻣﻪ>Q<
< C>48ﺍﻟﻴﻪ
< C>68ﺍﻟﻴﻪ
< C+>88ﺍﻟﻴﻪ
< C>108ﺍﻟﻴﻪ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
42. < C <ﺗﺮﺩﻱﺍﻟﻌﻼﻗﺎﺕﺍﻟﺴﻮﺭﻳﻪ-ﺍﻟﻤﺼﺮﻳﻪﺑﺴﺒﺐ
ﺣﺮﺏﺍﻟﻴﻤﻦ
< C <ﺗﺮﺩﻱﺍﻟﻌﻼﻗﺎﺕﺍﻟﻌﺮﺍﻗﻴﻪ-ﺍﻟﻤﺼﺮﻳﻪﺑﺴﺒﺐ
ﺣﺮﺏﺍﻟﻴﻤﻦ
< Q <ﻓﻲﺣﺮﺏﻋﺎﻡ6517ﻛﺎﻥﻗﺎﺋﺪﺍﻟﻘﻮﺍﺕ
ﺍﻻﺭﺩﻧﻴﻪﻫﻮ
< C +<ﺍﻟﻠﻮﺍءﺍﻟﺮﻛﻦﻋﺒﺪﺍﻟﻤﻨﻌﻢﺭﻳﺎﺽ
< C <ﺍﻟﻠﻮﺍءﺍﻟﺮﻛﻦﻋﺎﻣﺮﺧﻤﺎﺵ
< C <ﺍﻟﻌﻤﻴﺪﺍﻟﺮﻛﻦﻋﺎﻁﻒﺍﻟﻤﺠﺎﻟﻲ
< C <ﻻْﺷﻲﻣﻤﺎﺫﻛﺮ
< Q <ﺗﺄﺳﺴﺖﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﻋﺎﻡ
< C>1921
< C>1931
< C>1941
< C+>1951
ﻛﺎﻥﻣﺮﻛﺰﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﻋﻨﺪﺗﺄﺳﻴﺴﻬﺎ>Q<
ﻓﻲ
< C +<ﺍﻟﻌﻘﺒﻪﻭﺍﺳﻤﻬﺎﺍﺳﻄﻮﻝﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ
< C <ﺍﻟﺒﺤﺮﺍﻟﻤﻴﺖﻭﺍﺳﻤﻬﺎﺳﻄﻮﻝﺍﻟﺠﻴﺶﺍﻟﻌﺮﺑﻲ
< C <ﺍﻟﻌﻘﺒﻪﻭﺍﺳﻤﻬﺎﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﺍﻟﻤﻠﻜﻴﻪ
< C <ﺍﻟﺒﺤﺮﺍﻟﻤﻴﺖﻭﺍﺳﻤﻬﺎﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪ
ﺍﻟﻤﻠﻜﻴﻪ
< Q <ﻳﻘﺪﺭﻗﻮﺓﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﻋﻨﺪﺗﺄﺳﻴﺴﻬﺎ
ﺏ
< C <ﻓﻔﺼﻴﻞﻣﺸﺎﺓ
< C +<ﺳﺮﻳﺔﺍﻟﻤﺸﺎﻩ
< C <ﻛﺘﻴﺒﺔﺍﻟﻤﺸﺎﻩ
< C <ﻟﻮﺍءﻣﺸﺎﻩ
< Q <ﺍﻋﺘﺒﺮﻋﻴﺪﺗﺄﺳﻴﺲﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪﻓﻲ
< C+>14/11
< C>7/1
< C>1/4
< C>25/5
< Q <ﺍﻟﻤﺴﺆﻭﻝﻋﻨﺪﺍﻁﺎءﺗﺮﺍﺧﻴﺺﻛﺎﻓﺔﺍﻟﻘﻮﺍﺭﺏ
ﺍﻟﺼﻴﺪﻭﺍﻟﻨﺰﻫﻪﻭﺗﺮﺧﻴﺺﺳﺎﺋﻘﻴﻬﺎ
ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ>C<
< C <ﺍﻻﻣﻦﺍﻟﻌﺎﻡ
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ
43. < C +<ﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪ
< C <ﻣﺆﺳﺴﺔْﺍﻟﻤﻮﺍﻧﻰ
< Q <ﺍﻟﻤﺴﺆﻭﻝﻋﻦﻣﻜﺎﻓﺤﺔﺍﻟﺤﺮﺍﺋﻖﺍﻟﺘﻲﺗﻨﺸﺐ
ﻓﻲﺍﻟﺒﻮﺍﺧﺮﻭﺍﻟﻤﻮﺍﻋﻴﻦﺍﻟﺮﺍﺳﻴﻪﻓﻲﺍﻟﻤﻴﺎﻩﺍﻻﻗﻠﻴﻤﻴﻪ
ﻟﺨﻠﻴﺞﺍﻟﻌﻘﺒﻪ
< C <ﺍﻟﺪﻓﺎﻉﺍﻟﻤﺪﻧﻲ
< C <ﻣﺆﺳﺴﺔْﺍﻟﻤﻮﺍﻧﻰ
< C +<ﻗﻴﺎﺩﺓﺍﻟﻘﻮﻩﺍﻟﺒﺤﺮﻳﻪ
< C <ﺳﻼﺡﺍﻟﺘﻤﻮﻳﻦﺍﻟﻤﻠﻜﻲ
< Q <ﻳﻘﻮﻡﺍﻻﻣﻦﺍﻟﻮﻁﻨﻲﺍﻻﺭﺩﻧﻲﻋﻠﻰﻋﻨﺼﺮﻳﻦ
ﺍﺳﺎﺳﻴﻴﻦﻫﻤﺎ
< C <ﺍﻟﺸﻤﻮﻟﻴﻪﻭﺍﻟﺘﻮﺍﺯﻥ
< C +<ﺍﻟﺪﻓﺎﻉﻭﺍﻻﻣﻦ
< C <ﺗﻄﻮﻳﺮﻣﻨﻈﻮﺭﻟﻠﺘﻌﺎﻭﻥ,ﺛﺒﺎﺕﺍﻟﻌﻼﻗﻪﺍﻟﺪﻭﻟﻴﻪ
< C <ﺍﻟﺸﻤﻮﻟﻴﻪﻭﺍﻻﻣﻦ
< Q <ﺍﻫﻢﻣﺮﺗﻜﺰﺍﺕﺍﻻﻣﻦﺍﻟﻮﻁﻨﻲﺍﻻﺭﺩﻧﻲ
< C <ﺍﻟﺪﻓﺎﻉ
< C <ﺍﻻﻣﻦ
ﺍﻟﺘﻮﺍﺯﻥ>C<
< C +<ﺍﻟﺸﻤﻮﻟﻴﻪ
< Q <ﻳﺘﻮﻗﻒﻧﺠﺎﺡﺍﻣﻦﺍﻟﺪﻭﻟﻪﺍﻟﻮﻁﻨﻲﻋﻠﻰﻣﺎﻳﻠﻲ
< C <ﻗﺪﺭﺓﺍﻟﺪﻭﻟﻪﻋﻠﻰﺗﺤﻘﻴﻖﺍﻛﺘﻔﺎءﺫﺍﺗﻲﻓﻲ
ﻛﺎﻓﺔﻣﺘﻄﻠﺒﺎﺗﻬﺎﻭﺍﺣﺘﻴﺎﺟﺎﺗﻬﺎ
< C <ﻁﺒﻴﻌﺔﺍﻟﻨﻈﺎﻡﻓﻲﺍﻟﺪﻭﻟﻪﻭﻧﻤﻂﺗﻮﺯﻳﻊﺍﻟﻘﻮﻩ
ﺍﻟﺴﺎﺋﺪﻩﺑﻬﺎ
< C <ﺍﻟﻘﻮﻩﺍﻟﻨﺴﺒﺒﻴﻪﻟﺤﺴﺎﺑﺎﺕﺍﻟﻘﻮﻩﺍﻟﺸﺎﻣﻠﻪﻓﻲ
ﻣﻮﺍﺟﻬﺔﺍﻟﺪﻭﻝﺍﻻﺧﺮﻯ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﻣﻦﺍﻭﻟﻮﻳﺎﺕﺍﻻﻣﻦﺍﻟﻮﻁﻨﻲﺍﻻﺭﺩﻧﻲ
< C <ﺗﻮﺍﺯﻥﺍﻟﻨﻤﻮﺍﻟﺴﻜﺎﻧﻲﺍﻻﻗﺘﺼﺎﺩﻱ
< C <ﺑﺮﻧﺎﻣﺞﺍﻻﺻﻼﺡﺍﻻﻗﺘﺼﺎﺩﻱ
< C <ﺍﻟﻔﻘﺮﻭﺍﻟﺒﻄﺎﻟﻪﻭﺍﻟﺘﻀﺨﻢﻭﻏﻼءﺍﻻﺳﻌﺎﺭ
< C +<ﺟﻤﻴﻊﻣﺎﺫﻛﺮﺻﺤﻴﺢ
< Q <ﺍﻥﺍﻻﻧﺘﺴﺎﺏﻟﻠﺪﻳﻦﻭﺍﻟﻮﻁﻦًﺍﻓﻜﺮﻭﺗﺠﺴﺪﻩ
ﺍﻟﺠﻮﺍﺭﺡًﻼﻋﻤﻫﻮ
< C <ﺍﻟﻮﻻء
< C +<ﺍﻻﻧﺘﻤﺎء
ﺍﻟﺩﺑﻠﻭﻡ ﻟﺟﻧﺔ