The main principle is that concrete has strong resistance to compression failure therefore it is strong in compression however it is weak in tension resistance to bending that is why steel compensates this weakness hence its strong in tension Having more percentage than the specified will cause the concrete to act as steel structure which is basically is not steel aimed structure besides that the area occupied by more reinforcement will weaken the concrete to act in compression resistance and punching shear and brittle failure may occur especially in the perpendicular structure such as columns at the time of ultimate strength, in conclusion, the standards have undergone plenty of experiences by experts to bring forward simple references for a designer I hope you have gained insight hints.
Rebar or reinforcement is expensive. Using more than recommended will be uneconomical. Moreover, providing adequate spacing between the rebars will be difficult. IS 456:2000 recommends minimum and maximum spacing which has to be fulfilled.
One more disadvantage of providing excess rebar is that the placement of concrete will become difficult. The concrete should be placed uniformly in the framework which would be affected by the presence of excess rebar.
Then the concrete will fail first, which is a brittle material so you will not get any warnings of failure beforehand, which means a sudden failure without warning and it can therefore cause loss of lives… this is a very unwanted situation. The rebar should be below a certain limit so that when the failure will happen, the rebar will start to fail, which is a ductile material so it gives a warning before the collapse and can save lives.
There is no difference between ‘T’ rebars and ‘H’ rebars, as they both refer to high tensile steel. The letter ‘T’ comes from older codes of practice and ‘H’ is the more modern or current standard. Always use H to avoid confusion with T = Top and B = Bottom. So for example:
5H10 T&B means five 10mm diameter rebars top and five 10mm rebars bottom of the slab or beam. Also you can place two lines above one another as so:
4H16 T
4H25 B
Which would be a common way of showing a beam had different bar sizes top and bottom.
Note that the grade of rebar should be specified in your calculations and drawings using the tensile strength and ductility grade, B500A, B500B and B500C.
What is the difference between T rebars and H rebars?
Rather than advising you on which brand of cement to be used, I would advise you on the type of cement to be used because that plays an important role in the quality of construction
For plastering works, use blended cement like PPC or PSC. These cement have less heat of hydration. That means during the cement reaction with water, they produce less heat. Less heat means less cracks on the wall surface. Less cracks and less porosity will decrease any water seepage.
As far as brand is concerned, most of the brands provide cement of good quality these days. You can go with the brand that is locally well known and gives you the best rate. Big brands claim huge premium and it is not worth a value for individual house constructions.
As different stages of construction require different types of cement, Understanding the types of cement, its substitutes, and the availability of local brands should empower you to choose the right cement required for your work thus avoiding any concerns on the availability of cement.
As Cement has a limited shelf life and loses strength over time, cement should be best consumed within a month or at most within two months of its production. The rate at which cement loses its strength depends on the storage conditions.
Which is the best cement used for plastering?
What is a rebar coupler?
Rebar couplers are used in reinforced concrete structures to the connection steel bars that replace a normal rebar lap joints. The rebar couplers are very useful for reinforced concrete structure columns and walls. The rebar coupler comprises a piece of rebar furnished with a string, and a coupler sleeve at the correct end as seen toward an establishment. In development joints, rebar couplers can be utilized to supplant all bits of the rebar experiencing the form work. Rebar couplers are utilized for joining rebars with a full tensions capacity. The closures of bars to be joined are furnished with strings, and the bars are joined utilizing a coupler sleeve that moves the power on the rebar across the association.
Type of rebar coupler
What is a rebar coupler?
Concrete is one if the most used construction materials in the world today. It can be placed in forms to create almost any shape, or placed in flat slabs thousands of feet long and inches or feet thick, it can be structural columns and beams supporting tall buildings or bridges, or it can be the hull of a boat that floats underneath the bridge and out to sea.
Concrete is a mixture of cement, usually Portland cement, coarse and fine aggregates (think of coarse as gravel and fine as sand, though other materials may be used). When cement is mixed with water and the appropriate aggregates, it becomes plastic (fluid), and it is placed in forms (molds) to create the shape the user is building. Hydration, a reaction between the dry components of the cement and water causes the concrete to set up, or harden into a stone like material that is the foundation (literally) of the construction industry today.
WORKABILITY OF CONCRETE :
The property of concrete which determines the amount of useful internal work ,necessary to produce full compaction i.e workability is the amount of energy to overcome Friction while compacting. Also defined as the relative ease with which concrete can be mixed ,transported, moulded and compacted.
WORKABILITY TESTS:
SLUMP TEST: Slump cone of bottom dia 20cm, top dia 10cm and height 30cm at three layers of conrete .Each layer tamped for 25 times bya standard tamping rod of 16mm diameter and 60 cm length. The subsidence of concrete under gravity in “mm” is SLUMP.
Workability of concrete
What is the lap length?
It is the length provided to overlap two rebars in order to safely transfer load from one bar to another bar and alternative to this is, to provide mechanical couplers.
What are the general rules for lap length?
For the different diameter of bars
When the bars of different diameters are to be spliced the lap length is calculated considering the smaller diameter bars.
Suppose you are constructing a column, from bottom 20 mm diameter bar is coming and from here 16 mm diameter bar has to be spliced then for calculating lap length 16 mm diameter should be considered and not 20 mm.
What is the minimum lap length?
For direct tension, the straight length of the lapping bar shall not be less than 15d or 20 cm. While in the case of compression lapping should not be less than 24d.
What is the difference between lap length and development length?
Lap length is provided to safely transfer stresses from one bar to another, while development is needed to safely transfer the stresses from steel bar to concrete to make a continuous structure.
Where lap length is provided in column?
The bending moment at the middle portion of the column is zero it means the middle portion of the column is least stressed. Hence, lapping should be provided in the mid-section of the column.
What is Lap Length?

Reinforcing Bar Couplers
Q.: If reinforcing bars have been stored outside and have a coating of rust, how much rust is acceptable?
A.: Section 12 of ASTM A 615-96a, "Standard Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement," says that rust shall not be cause for rejection provided the weight, dimensions, cross-sectional area, and tensile properties of a hand-wire-brushed test specimen aren't less than the ASTM specification requires.
Section 7.4.2 of ACI 318-95, "Building Code Requirements for Structural Concrete," has a similar statement indicating that reinforcement with rust shall be considered satisfactory, provided the minimum dimensions (including height of deformations) and weight of a hand-wire-brushed test specimen aren't less than applicable ASTM specification requirements.
Q: The project inspector is requiring us to wire-brush mill scale and rust off all our rebar. Although the rebar has been at the site for a couple of weeks, we don't think the rust is that heavy or will interfere with the bond between the concrete and steel. Any suggestion? We're tired of brushing rebar.
A: Fortunately, there are a couple of standards to assist you. The ASTM standard specification for deformed steel reinforcement and the Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice both give the same information: Reinforcing bars with rust, mill scale, or a combination of both should be considered as satisfactory, provided the minimum dimensions, weight, and height of deformation of a hand-wire-brushed test specimen are not less than the applicable ASTM specification requirements. This inspection criteria recognizes studies that have shown mill scale and rust enhance the bond between concrete and steel. for document Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice PDF download.
SNRN 10/13/2020 Admin Bandung IndonesiaAcceptable Rebar Rust | Rust on Reinforcing Steel


The Weight of Reinforced Concrete Hume Pipe

