Home

Cantilever Retaining wall شرح

Concrete Retaining Walls | Riverside Brick and Supply

Foundations cantliver retaining walls - تصميم الحوائط السانده الكابوليه 1. 122016 -Design of Cantliver Retaining Walls 2. R.W Foundations ‫صفحة‬2‫من‬22By: Karim Sayed Gaber(2016) -Design of Retaining Walls ‫اآلخر‬ ‫من‬ ‫اعلى‬ ‫احدهما‬ ‫منسوبين‬ ‫بين. Cantilever retaining wall are usually of reinforced concrete and work on the principles of leverage. It has much thinner stem and utilize the weight of the backfill soil to provide most of the resistance to sliding and overturning. Cantilever retaining wall is the most common type of earth-retaining structure CANTILEVER WALLS • Cantilever theory was introduced by Galileo in the 16th Century, then advanced by Sir John Fowler and Sir Benjamin Baker in the 19th Century • Reinforced concrete retaining walls were introduced by the Chicago, Burlington and Quincy Railroad in the 1880s 1. Check out the link for the design of isolated rectangular footing by Limit state method:https://youtu.be/VB0vvovw1B02. Check out the following link for th.. Cantilever retaining wall (reinforced concrete wall with small dimensions and it is the most economical type and the most common) Note: Structural design of cantilever retaining wall is depend on separating each part of wall and design it as a cantilever, so it's called cantilever R.W

Retaining walls Example 3.16 Design of a cantilever retaining wall (BS 8 110) The cantilever retaining wall shown below is backÞlled with granular material having a unit weight, , of 19 kNm 3 and an internal angle of friction, , of 30 . Assuming that the allowable bearing pressure of the soil is 120 kNm 2, th than monolithic gravity walls, but require more design and careful construction. Cantilever retaining walls can be precast in a factory or formed on site and considered economical up to about 25 ft in height. This design example focuses on the analysis and design of a tapered cantilever retaining wall including a comparison with model result Overview of the design of cantilever retaining walls, including the typical loads, lateral soil pressures, stability analysis, and member design Section: Approach. 125 Retaining walls Example 3 (retaining 30 مارس 2018 2018-03-30t15:11:00-07:00 2020-04-21t12:08:37-07:00. 16 Design of a cantilever retaining wall (BS 8 110) The shown below is backÞlled with granular material having unit weight, , 19 kNm 3 and an internal angle friction, 30 ahmed gamal. تصميم الجدران.

Foundations cantliver retaining walls - تصميم الحوائط

نقدم لكم شرح مفصل عن تصميم الحوائط الساندة Retaining walls. تستعمل هذه الحوائط لحمل الضغوط المائلة الواقعة من اختلاف مناسيب الأرض أو المياه سواءً الجوفية أو السطحية كما يمكن اعتبارها سدود أرضية. Retaining Walls - Part 3. Okay, lets continue on to Part 3 of Retaining walls. If you have not read Part 1 and Part 2, I would suggest you read those before continuing with this section. In this section we will take a simple cantilever retaining wall and discuss the concept of how they are affected by the loads and how you have to design them. 8. Designing the Cantilever Wall Stem 9. Footing Design 10. Pier and Pile Foundations 11. Counterfort Retaining Walls 12. Cantilevered Tilt-Up Walls 13. Wood Retaining Walls 14. Gravity Walls 15. Gabion Walls 16. Segmental Retaining Walls 17. Swimming Pool Walls 18. Pilaster Masonry Walls 19. Restrained (Non-Yielding) Walls 20. Sheet Pile Walls.

Cantilever Retaining Wall: This walls are made up of stem or base slabs, constructed with reinforced concrete, precast concrete, or prestressed concrete. These walls are built either on-site or precast offsite, it is economical up to 10 meters height Cantilever retaining walls (Figure c) are made of reinforced concrete that consists of a thin stem and a base slab. This type of wall is economical to a height of about 8 m (25 ft). (4) Counterfort retaining walls Counterfort retaining walls (Figure d) are similar to cantilever walls. A

Geotechnical Design of Cantilever Retaining Walls to Eurocode 7. Horizontal Actions (4) Triangular earth pressure = (0.333 × 19 × 3) = 18.98 kN/m 2 (5) Uniform surcharge pressure = (0.333 × 10) = 3.333 kN/m 2. The wall has been modelled per metre run on Staad, and plate mat foundation was utilised with coefficient of subgrade modulus of 100000 kN/m 2 /m.. A cantilever retaining wall is a form of masonry installation that holds a large amount of earth in place. The cantilever design is just one of several variations on a retaining wall design, using various principles to manage earth loads. Engineers evaluate a specific area to see which kind of retaining wall is the best choice for keeping earth.

Retaining walls are structures constructed for the purpose of retaining earth fill. There are different types of retaining walls such as cantilever retaining walls, gravity retaining walls, counterfort retaining walls, buttress walls, etc.Each of these has found wide applications in various civil engineering construction works such as embankments, highways, basements, etc 31.2.2 Cantilever Retaining Walls. These are R.C.C. walls made in the form of an invented T as shown in Fig. 31.2. This type of wall proves to be economical for moderate heights say 6 to 7m. The wall consists of three components, (i) the stem, (ii) the toe, and (iii) the heel. Each of these components are designed as a cantilever Cantilevered retaining wall Cantilever retaining walls are constructed of reinforced concrete. They consist of a relatively thin stem and a base slab. The base is also divided into two parts, the heel and toe. The heel is the part of the base under the backfill.The toe is the other part of the base Use much less concrete than monolithic gravity. 6. Forces on Retaining Walls 7. Earthquake (Seismic) Design 8. Cantilevered Stem Wall Design 9. Soil Bearing and Stability 10. Footing Design 11. Pier and Pile Foundations 12. Counterfort Retaining Walls 13. Cantilevered Tilt-up Walls 14. Gravity Walls 15. Gabion Walls 16. Segmental Retaining Walls 17. Swimming Pool Walls 18. Pilaster Masonry. reinforced cantilever retaining wall. The main goal of this investigation was to design the wall automatically with minimum cost. The objective function was the minimum cost of the retaining wall which comprises the cost of concrete and reinforcements per meter length of the wall. The costs of labour, framework, stee

Counterfort Retaining Wall: At the point when the stature of a cantilever retaining wall is more than around 7 m, it is prudent to give a vertical supporting framework, known as counterforts, on the refill side over the heel chunk.The counterforts are triangular light emissions profundity and uniform width, associating the heel section and the stem, given at a normal dispersing along the. Cantilevered retaining walls are typically used in cut excavations [Fig.1] [Fig.2]. Nevertheless, they can be used also for fill applications. Due to their narrow base width, cantilevered retaining walls are suitable for those situations with tight space constraints or right-of-way constraints. retaining wall soil loa

Cantilever Retaining Wall- is made from an internal stem of steel-reinforced, cast-in-place concrete or mortared masonry (often in the shape of an inverted T).These walls cantilever loads (like a beam) to a large, structural footing, converting horizontal pressures from behind the wall to vertical pressures on the ground below cantilever retaining wall, it is proposed to introduce reinforced concrete steps along the stem. 2)Decide the most economical location of step along length and also along height of wall from number of trials. 3)Decide cross section of the R. C. step as per the stresses due to frictional forces in step.. This sections examines vertical cantilever walls and the basic design methods used for cantilever wall analysis. In general, the maximum excavation for a cantilever wall can reach up to 6m or 18ft. Deeper cantilever walls have been constructed in the past, but these require more expensive wall systems such as T-type diaphragm walls

Cantilever Retaining Wall - Functions and Design

  1. 8.3.2.2 Cantilever Retaining Walls Dimensions of the retaining wall should be adequate for structural stability and satisfy local building-code requirements. The tentative dimensions shown in Fig.(8.3-b) are based in part on the history of satisfactorily constructed walls, and may be used in the absence of other data
  2. تحميل ملف pdf تصميم الجدران الاستنادية الجدران الاستنادية هى منشات تستخدم لحجز التربة او مواد اخرى , عندما لاتسمح الظروف للمواد بان تاخذ ميلها الطبيعى . تستخدم الجدران الاستنادية ايضا عناصر انشائية حاملة , تنقل.
  3. أوصي لك. محاضرات شرح خرسانة - هندسة عين شمس. ملازم soil هندسة عين شمس. شيتات ومسائل ميكانيكا التربة - جامع... ملف رائع شرح Short Cantilever Reviewed by Walid Saied on 1:09 م Rating: 5. مواضيع أحدث. Footing with strap beam design program.
  4. Cantilever Retaining Walls 1.4 Importance of a Geotechnical Report 1.5 Safety and Protection of Existing Structures 1.6 Global Slip Failure 1.7 Differential Settlement 1.8 Importance of Drainage deSIgN CONSIdeRaTIONS 2.1 Scope Limit State Design Partial Loading and Material Factors 2.4 Load Combinations and Factors for Stability.
  5. Cantilevered walls are usually limit- ed to a maximum freestanding height of about 15 feet. Cantilever walls are usually used as floodwall or as earth retaining walls with low wall heights (10 to 15 feet or less). Because cantilever walls derive their support solely from the foundation soils, they may be installed in relatively close proximity.
  6. According to Terzaghi, a lateral movement equal to 0.001 times the height of the wall results in active earth pressure. For a 10' high wall, this means the top of the wall must only move 1/8. So active earth pressure is used for design of cantilever retaining walls. DaveAtkins

Cantilever retaining wall Counter fort retaining wall Cantilever retaining wall Fig 6.3.Semi Gravity Retaining Wall This is a reinforced concrete wall which utilises cantilever action to retain the backfill. This type is suitable for retaining backfill to moderate heights(4m-7m). In cross section most cantilevered walls look like Ls o Retaining Walls Page 13 Q1(a): Analyze the stability of the reinforced cantilever retaining wall as shown in Figure. Use the following values: Concrete unit weight = 150 pcf Soil unit weight, γ soil =110 pcf Coefficient of Active Soil Pressure, K a = 0.33 (Neglect Coefficient of passive Soil Pressure, K p The actual distribution of lateral earth pressure on a cantilever wall is influenced by the relative stiffness and deformation of both the wall and the soil. Cantilever walls are built of reinforced concrete and are typically composed of a horizontal footing and a vertical stem wall. The weight of the soil mass above the heel helps keep wall. The cantilever retaining wall (cantilever wall) constructed of reinforced Portland-cement concrete (PCC) was the predominant type of rigid retaining wall used from about the 1920s to the 1970s. Earth slopes and earth retaining structures are used to maintain two different ground surface elevations A cantilever retaining wall can be easily distinguished from the other types of retaining wall. Compared to the others that have a standard appearance of a wall that is constructed by just having a face, meaning it only has one part which is the wall itself, cantilever retaining walls are comprised of several parts

Anchored retaining wall is also known as a tie-back system. They are used in combination with cantilever retaining walls, piled retaining walls, sheet piles, tangent walls, etc. The Tie-back system enhances the stability of the structure and plays an important role in equipping the walls to handle additional loads Example The cantilever retaining wall shown below is backfilled with tropical lateritic earthfill, having a unit weight, ρ, of 18 kN/m 3, a cohesion of 8 kN/m 3 and an internal angle of friction, φ, of 26°. The allowable bearing pressure of the soil is 150 kNm/ 2, the coefficient of friction is 0.5, and the unit weight of reinforced concrete is 24 kN/m 3

Cantilevered retaining walls are made from an internal stem of steel-reinforced, cast-in-place concrete or mortared masonry (often in the shape of an inverted T). These walls cantilever loads (like a beam) to a large, structural footing, converting horizontal pressures from behind the wall to vertical pressures on the ground below MagnumStone Concrete Cantilever Wall. The MagnumStone Cantilever retaining wall is made from an internal stem of vertical and horizontal steel-reinforced, cast-in-place concrete on a reinforced concrete footing. Our cantilever retaining walls are created with a hollow core concrete design and come in a variety of faces

Design of cantilever retaining wall - YouTub

  1. Cantilever retaining walls are constructed of reinforced concrete. They consist of a relatively thin stem and a base slab. The base is also divided into two parts, the heel and toe. The heel is the part of the base under the backfill. The toe is the other part of the base. Use much less concrete than monolithic gravity walls, but require more.
  2. US2388624A US538516A US53851644A US2388624A US 2388624 A US2388624 A US 2388624A US 538516 A US538516 A US 538516A US 53851644 A US53851644 A US 53851644A US 2388624 A US2388624 A US 2388624A Authority US United States Prior art keywords base unit cantilever bank units Prior art date 1944-06-02 Legal status (The legal status is an assumption and is not a legal conclusion
  3. Earth Pressure (P) 8 Earth pressure is the pressure exerted by the retaining material on the retaining wall. This pressure tends to deflect the wall outward. Types of earth pressure: Active earth pressure or earth pressure (Pa) and Passive earth pressure (P p). Active earth pressure tends to deflect the wall away from the backfill
  4. Types of Precast Retaining Wall. The retaining wall heights start at 500mm and go up to 6m. Unit lengths vary depending on the product range, please see the individual product pages for more information. The L-shape, cantilever retaining walls are the most popular in the range. They are often used as a more cost and time-effective substitute to.
  5. Type of Forces Action on a Retaining Wall. we construct a retaining wall to retain the water, soil, solid waste, or any other material in an unstable embankment. Depending on the type of material to be retained as per the design requirements, there are different types of retaining walls such as concrete retaining walls, gabion walls, etc

The cantilever retaining wall will be connected to the foundation of your property. However, it needs to be engineered and designed well to hold back a massive amount of soil. If it is not engineered well, you will not get much use out of it. Cantilever walls are one of the most commonly used retaining walls out there If there are variations such as steps in the retaining wall and we are more concentrated on stress variation of the wall, we may use software like SAP2000 or ANSIS. Manual calculations can only be done for basic retaining walls that do not have many complications. For example, cantilever retaining wall can be analysed by simplifying its behaviour Retaining walls are designed and constructed to retain certain amount of soil at a particular location. Retaining wall must prevent any movement of soil it is designed to hold back so as not to cause damage to buildings properties nearby. A good retaining wall must adequately resist sliding and overturning forces of the retained soil acting on it Cantilever retaining walls a. T- shaped b. L- shaped Counterfort retainig walls. Buttresssed walls. A gravity retaining wall shown in fig 1 is the one in which the earth pressure exrted by the back fill is resisted by dead weight of wall, which is either made of masonry or of mass concrete . The stress devlop in the wall is very low ,These. Design of T Shaped Cantilever Retaining Wall Excel Sheet. Open and Download the excel sheet here. This excel sheet upload in google drive. A gravity retaining wall shown in fig 3 is the one in which the earth pressure exerted by the backfill is resisted by the deadweight of the wall, which is either made of masonry or of mass concrete

Cantilever Retaining Walls: Overview of the Design Process

Cantilever Walls - The cantilever wall (Figure 1b and Figure 2) is the most common type of retaining structure and generally is used for walls in the range from 10 to 25 ft in height. - It is so named because its individual parts (toe, heel, and stem) behave as, and design as, cantilever beams We can build any style wall that meets your needs. Retaining walls can be complex to design and build. Use our years of experience to create something that looks elegant yet is extremely purposeful. Whether you're in need of a cantilever wall, gravity, piling, or anchored retaining wall, we can certainly help you Counterfort retaining walls are more economical than cantilever walls for heights 8m. Fig. 1 Types Of Retaining Wall 1.3Relieving platform retaining wall: This type of wall is modified form of cantilever retaining wall with added relieving platform. The platform is provided at stem. The one can provide one or more platform as design demands

شرح تصميم retaining wall pdf - Bychovsk

A retaining wall is a structure that retains (holds back) any material (usually earth) and prevents it from sliding or eroding away. It is designed so that to resist the material pressure of the material that it is holding back. An earth retaining structure can be considered to have the following types: Pre-stressed retaining wall Gravity Walls Reinforced Gravity Walls Concrete Cantilever. Cantilever Retaining Wall A structure, which is usually either cast-in-place or made of precast concrete but could include reinforced masonry, consisting of a concrete stem and a base (which is typically a concrete foundation slab), and where both the stem and the base are relatively thi

تصميم الحوائط الساندة الكابولية design of cantilever

  1. Retaining Walls and Steep Reinforced Slopes Chapter 730 Page 730-2 WSDOT Design Manual M 22-01.19 September 2020 730.01(1) Retaining Wall Classifications Retaining walls are generally classified as gravity, semigravity, nongravity cantilever, or anchored. The various wall types and their classifications are summarized in Exhibits 730-
  2. 5$ per a retaining wall block, 2$ per a pound of gravel. In our example, the calculations go as follows: wall height / block height = 30ft / 10in = 360in / 10in = 36. wall length / block length = 10ft / 15in = 120in / 15in = 8. number of retaining wall blocks = 36 * 8 = 288. total cost of blocks = 5$ * 288 = 1,440$
  3. Chapter 14 - Retaining Walls July 2020 14-7 14.1 Introduction Retaining walls are used to provide lateral resistancefor a mass of earth or other material to accommodate a transportation facility. The walls are used in a variety of applications se including right-of-way restrictions, protection of existing structures that must remain in place
  4. The main difference between cantilever retaining walls and the other walls mentioned is the way the foundation is designed. Tie back walls are completely different retaining walls and rely on pre-stress in ties that hold back the wall thereby retaining the soil
  5. Cantilevered retaining walls - these rely on steel-reinforced concrete structures cut into the slope. The weight of the slope presses down on their footings to counteract the downhill flow of earth.This extra support at their base means these walls can be made much thinner than gravity walls
  6. e stability,bearing pressures, moments and steel in cantilever retaining wall (ACI-318-19)) in S.I. or U.S. unit

Concrete Masonry Cantilever Retaining Walls - Ncm

Cantilevered Walls. Cantilevered retaining walls rely on leverage to work and are best suited for tall walls up to 18-feet with deep excavations. They usually have an inverted T-shape made from mortared masonry or reinforced concrete. The wall has a base slab made from rigid concrete and divided into two parts Cantilever retaining wall Anchored retaining walls. For high retaining walls, deep cable rods or wires are driven deep sideways into the earth, then the ends are filled with concrete to provide an anchor. These are also known as tiebacks.They work when a thinner retaining wall is needed or space is limited to install other types of retaining walls Wide-footing cantilever retaining walls may be built using in situ, reinforced concrete or precast masonry blocks. Embedded footing cantilever walls may be built from round or square H5-treated timber or precast concrete poles or I-beams. Poles are typically spaced between 900 and 1,800 mm and set in concrete (see Figure 5) Cantilever retaining walls are constructed of reinforced concrete. They consist of a relatively thin stem and a base slab. The base is also divided into two parts, theheel and toe. The heel is the part of the base under the backfill. The toe is the other part of the base. The analysis and design of retaining walls includes the following The method of wall construction by the use of a plurality of cantilever units for retaining a bank of earth and the like having a foot at the upper surface of underlying material above which the bank extends, each cantilever unit including a base member and a wall member angled with respect to each other and one end of the wall member being.

(PDF) -Retaining Walls Moamen E

Walls The IBC allows walls less than 4 ft high to be exempt from engineering requirements, known as 'NED walls' (for non-engineered design). Cantilever wood walls are the most common type of NED wall, as seen at right Derivation of Stability Analysis for Cantilever Wall. Consider a cantilever wall carrying a sloping backfill as shown in the Fig.1. The various forces acting on the wall are: P a = Active earth pressure acting at a height H/3 from the base on section ed. P t = the resultant of W t and P a meeting at f at base of Wall

كتاب تصميم الحوائط الساندة Retaining wall

Retaining wall part 3 - Structural C

Retaining Wall: Types, Purpose, Advantages & Disadvantage

  1. In the case of masonry retaining wall, the thickness of wall increases with height because masonry resists the lateral pressure by its weight. Thus it is also called gravity retaining wall. While the reinforced concrete retaining wall resists the lateral pressure by structural action such as bending and results in a thinner section
  2. Expected value: design is economical for less than 10 m height of earth. It is the difference between the level of earth on either side of the wall. These loads are considered as uniformly distributed loads, and are mostly present on a level backfill. Cohessionless granular soil has been considered in this design
  3. strict conformance with the details contained herein. A copy of these retaining wall details is required to be on the job site and available to the inspector during the construction and inspection process. The use of the City of Alexandria Typical Retaining Wall Details for a tiered or stacked retaining wall system is strictly prohibited
  4. g that the allowable bearing pressure of the soil is 120 kNm−2, the coefficient of friction.

Analysis and Design of Cantilever Retaining Walls on Staad

Type of Forces Action on a Retaining Wall. we construct a retaining wall to retain the water, soil, solid waste, or any other material in an unstable embankment. Depending on the type of material to be retained as per the design requirements, there are different types of retaining walls such as concrete retaining walls, gabion walls, etc Cantilever retaining walls can be constructed entirely from reinforced concrete. The wall can be either cast insitu figure 6, or precast figure 7. The exposed vertical face can be treated in many ways, including the use of textured form liners to give particular patterns or motifs figure 8 Cantilever Retaining wall 3. Counter fort Retaining wall 4. Reinforced Soil Retaining wall 5. Anchored bulkhead Fig. 1 Common type of Retaining Wall Gravity Retaining walls (Fig 1 a) are the oldest and simplest type of retaining walls. The gravity wall retaining walls are thick and stiff enough that they do not bend; their movement occurs. Cantilever Retaining Wall. Cantilever retaining walls are made of reinforced cement concrete. The wall consists of a thin stem and a base slab cast monolithically. This type of wall is found to be economical upto a height of 6 to 8 m. Counterfort Retaining Wall. Counterfort Retaining walls have thin vertical slabs, known as counterforts, spaced. Cantilever retaining walls work on the principles of leverage and are often constructed in the shape of an inverted T with reinforced concrete or mortared masonry. Less building material is required for a cantilevered wall than a gravity wall, and they can be poured on site or manufactured at a precast concrete facility

What is a Cantilever Retaining Wall? (with pictures

  1. Flexible cantilevered or anchored retaining walls are defined in this document to include temporary or permanent flexible wall systems, or shoring systems, comprised of sheeting or soldier piles and lagging. An anchored system may include the aforementioned shoring systems supported by grouted tieback anchors, anchors to a deadman, rakers to a.
  2. The Agri L Retaining wall is designed to meet the high demands of the Agricultural, Anaerobic Digestion and Biogas industries. Installation of the precast units is exceptionally fast, up to 100m per day. Unlike our other precast retaining wall solutions, the modular units do not require fixing once in position
  3. The main difference between cantilever retaining walls and the other walls mentioned is the way the foundation is designed. Tie back walls are completely different retaining walls and rely on pre-stress in ties that hold back the wall thereby retaining the soil
  4. Counterfort Retaining walls. It is kind of like Cantilever holding walls except they need skinny vertical concrete webs at regular intervals on the backside of the wall. The counter-forts subdivide the vertical block (stem) into rectangular panels and support them on 2 sides (suspender-style), and themselves behave basically as vertical.
Austral Retaining Walls | SydneystoneRetaining Wall Type Cartel DWG Section for AutoCADRetaining Walls - Portfolio of Images - Omaha Landscape DesignBrick and Stone for Retaining Walls | Riverside Brick andFieldstone Retaining Wall, Bridgton, Maine | Perennial Stone

Design Procedure for Cantilever Retaining Walls 23 This section is provides in some detail the procedure used for designing a cantilever retaining wall. At the end, the complete design of such a wall is presented. Once the approximate size of the wall has been established, the stem, toe, and heel can be designed in detail Retaining wall guardrail requirements: this article describes the requirement for guard railings along the top of many retaining walls. We cite model building codes, individual U.S. state building codes, and we give photo examples of good, bad, and ugly or downright dangerous guard railings, or walls that should have had a guard railing Fine Software. Commercial. Retaining Walls Slope Stability Slope Stabilization Slope Stability Analysis. GEO5 Cantilever Wall. € 450,00. The program is used to verify the cantilever wall design. It offers a number of wall shapes and checks reinforced concrete cross-sections. Download Documentation

  • علاج قرح حول الفم.
  • بنات مبسوطه ورايقه.
  • سورة الطلاق مكررة 3 مرات للاطفال.
  • قطع غيار مزراتي جده.
  • أيام البصخة المقدسة.
  • تفسير سفر صموئيل الأول PDF.
  • ابواب شقق رئيسية.
  • معلومات عن الأخطبوط للاطفال بالانجليزي.
  • Munchkin cat.
  • Www.who.int الشعارات الخاصة باليوم العالمي للتدخين.
  • القوة المغناطيسية.
  • التطعيمات الاختيارية في السعودية.
  • كتاب العلم المخزون لجابر بن حيان.
  • سمك زيبرا.
  • الصراصير في أمريكا.
  • مخيم الرشيدية الآن.
  • أعراض العين في البطن.
  • أفضل أفلام دانيال كريغ.
  • كلمات متقاطعة باللغة العربية pdf.
  • تمتاز الألوان المائية ب.
  • بطاقة أميال طيران الاتحاد مصرف أبوظبي الإسلامي.
  • حراج المدينة للاجهزه.
  • مقدمة عن البحار والمحيطات.
  • أفضل مدن أمريكا في الشتاء.
  • التشكيل الوزاري الجديد في الكويت.
  • العصفور الازرق في المنام.
  • اسم ميجو مزخرف.
  • ما هي السعادة في الإسلام.
  • شعر عن العفة.
  • استيراد سيارة من البحرين إلى السعودية 2019.
  • خياطة شحمة الأذن.
  • عملات الدول الآسيوية.
  • قصة أوبرا وينفري مختصرة بالانجليزي.
  • دولة المجر بالفرنسية.
  • جهاز HUAWEI.
  • طائر الفزن البري.
  • توم وجيري وانجيلا.
  • طرق انتقال التهاب الكبد الوبائي a.
  • موناكو.
  • Keepsafe premium hack iOS.
  • خطوات التغيير الفعال.