Reinforced Concrete Wall Construction Drawing

Concrete block units shall conform to astm c90.

Reinforced concrete wall construction drawing.

Design of reinforced concrete walls are in many ways like columns. Retaining wall reinforced concrete cantilever 2 of 5 sd 7 01 2. Construction detail in dwg file format. Door and window jambs must be reinforced.

Rcc wall is. Use pl 46 construction specification 31 or 32. 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.

Water table must be below footing elevation. Detail drawing cross section shows the location of concrete reinforcing bars. The stem may have constant thickness along the length or may be tapered based on economic and construction criteria. Reinforced concrete wall is classified as.

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. Reinforced concrete wall drawings design assumptions for all refer to the notes and general design notes on the drawings for limitations on usage. Structural detail of a reinforced concrete retaining wall basement wall supported on mat spread foundation base plate slab on ground raft foundation. Blockwork walls should be reinforced both vertically and horizontally.

Strength reduced from 136 7 to 114 9 in kips. This is to resist hurricane and earthquake loads. 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. Retaining wall reinforced concrete cantilever 3 of 5 sd 7 01 3.

Retaining walls are utilized in the formation of basement under ground level wing walls of bridge and to preserve slopes in hilly terrain roads. 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. Class 4000 4000m concrete is required. It is normal practice in most of the oecs to use concrete columns at all corners and intersections.

Retaining wall reinforced concrete cantilever 1 of 5 sd 7 01 1. They support vertical loads and are vulnerable to minor axis bending. Design is similar to a rc column breadth equal to thickness of wall and depth equal to 1m. When depth is large it is called rc wall.

6 concrete block masonry wall detail 6 0 height maximum general specifications. Reinforced concrete wall when reinforcement 0 4. Load from slab is transferred as axial load to wall. The recommended minimum reinforcement for concrete block construction is as follows.

Plain concrete wall when reinforcement 0 4. The base is divided into two parts the heel and toe.