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Retaining wall reinforced concrete cantilever 1 of 5 sd 7 01 1.

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Concrete block units shall conform to astm c90. Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m. Reinforced concrete wall when reinforcement 0 4. 6 concrete block masonry wall detail 6 0 height maximum general specifications.

Retaining wall reinforced concrete cantilever 3 of 5 sd 7 01 3. Design of reinforced concrete walls are in many ways like columns. Retaining walls are utilized in the formation of basement under ground level wing walls of bridge and to preserve slopes in hilly terrain roads. Class 4000 4000m concrete is required.

Reinforced concrete wall is classified as. Detail drawing cross section shows the location of concrete reinforcing bars. Construction detail in dwg file format. When depth is large it is called rc wall.

Strength reduced from 136 7 to 114 9 in kips. Sd drawing number description view sd drawing as pdf download microstation dgn as zip. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. The base is divided into two parts the heel and toe.

Reinforced concrete wall drawings design assumptions for all refer to the notes and general design notes on the drawings for limitations on usage. It is normal practice in most of the oecs to use concrete columns at all corners and intersections. They support vertical loads and are vulnerable to minor axis bending. Retaining wall reinforced concrete cantilever 2 of 5 sd 7 01 2.

This is to resist hurricane and earthquake loads. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used. Concrete mix for footing to be 1 part cement to 2 5 parts sand to 3 5 parts gravel with a maximum of 7 5 gallons of water per sack of cement minimum f c 2 500 psi. They often act as primary elements of a structure s lateral stability systems and by doing so are subjected to high in plane bending forces.

Use pl 46 construction specification 31 or 32. Water table must be below footing elevation. Reinforced concrete cantilever retaining wall analysis and design aci 318 14 reinforced concrete cantilever retaining walls consist of a relatively thin stem and a base slab. Blockwork walls should be reinforced both vertically and horizontally.

Plain concrete wall when reinforcement 0 4. Reinforced cement concrete retaining wall cantilever type information reinforced cement concrete retaining wall cantilever type maximum 6 0 meter height including column load in line. Rcc wall is. Load from slab is transferred as axial load to wall.

Door and window jambs must be reinforced. If wall is backfilled a floor slab is required.

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Footing2 Gif 640 512 Wall Section Detail Building Foundation Concrete

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23e59a2e2a24bd9c1043cc524745c7d3 Jpg 736 707 Curtain Wall Detail Architectural Section Architecture Details

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