Reinforced Concrete Wall Construction Drawing

Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m.

Reinforced concrete wall construction drawing.

Rcc wall is. They support vertical loads and are vulnerable to minor axis bending. Concrete block units shall conform to astm c90. Reinforced concrete wall drawings design assumptions for all refer to the notes and general design notes on the drawings for limitations on usage.

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. Construction detail in dwg file format. 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. 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.

Reinforced concrete wall is classified as. If wall is backfilled a floor slab is required. Retaining wall reinforced concrete cantilever 1 of 5 sd 7 01 1. Use pl 46 construction specification 31 or 32.

It is normal practice in most of the oecs to use concrete columns at all corners and intersections. The base is divided into two parts the heel and toe. 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. Detail drawing cross section shows the location of concrete reinforcing bars.

When depth is large it is called rc wall. 6 concrete block masonry wall detail 6 0 height maximum general specifications. Sd drawing number description view sd drawing as pdf download microstation dgn as zip. Reinforced concrete wall when reinforcement 0 4.

This is to resist hurricane and earthquake loads. Retaining wall reinforced concrete cantilever 2 of 5 sd 7 01 2. The recommended minimum reinforcement for concrete block construction is as follows. Strength of reinforced concrete sections amount of rebar a s the project calls for 5 10 and 5 12 are used.

Blockwork walls should be reinforced both vertically and horizontally. 2 5 clear to strength steel 5 12 rather than the designed 5 10 bending strength of the section has been reduced by about 16. Retaining walls are utilized in the formation of basement under ground level wing walls of bridge and to preserve slopes in hilly terrain roads. Design of reinforced concrete walls are in many ways like columns.

Retaining wall reinforced concrete cantilever 3 of 5 sd 7 01 3. Load from slab is transferred as axial load to wall. Structural detail of a reinforced concrete retaining wall basement wall supported on mat spread foundation base plate slab on ground raft foundation. Door and window jambs must be reinforced.

Plain concrete wall when reinforcement 0 4. Strength reduced from 136 7 to 114 9 in kips.