Half of the thickness of bar.
cutting length depends upon the beam length. its including L in both sides
if the bar length is 5o m , what will be the actual length including lap length
The amount of length lost when bending metal depends on factors like the material's thickness, bend radius, and the bending method used. Typically, you can expect to lose around 1-2 times the material thickness during the bending process.
They are the dimensions of each side of the bent steel, added together (taking in to account lost length due to the bends) they tell the bar maker what total length to start with.
It is a list of reinforcing for the works to be carried out, it lists location of the bar, bar mark, diameter of bar, number of pieces, length before bending, shape code and various lengths of the bent shape to show the maker where to bend It The schedule along with the steel drawing allows the workers to install the steel correctly.
A bar bending schedule (BBS) is a detailed list of all the reinforcement bars (rebars) required for a concrete structure. It provides information about the size, type, shape, length, quantity, and bending details of each bar. The purpose of a BBS is to help engineers, fabricators, and contractors accurately estimate, cut, bend, and place the steel reinforcement at the construction site. In civil engineering, a BBS is essential for planning and managing reinforcement work. It ensures that the right amount of steel is ordered and that bars are prepared according to design. A good bar bending schedule reduces material wastage, speeds up construction, and helps maintain quality and safety standards. Typically, a BBS includes: Bar mark numbers Bar diameters Shapes and bending details (often shown using codes or diagrams) Lengths of bars, including allowances for bends and hooks Quantities for each type of bar Silicon Engineering Consultants provides bar bending schedule and rebar detailing services that help construction teams work more efficiently and avoid costly errors.
What is a bar bending schedule? A BBS lists the type, size, shape, quantity, cutting length, and bending details of each rebar needed for a structure. It helps with material estimation, ordering, and cutting. 📌 Steps to estimate a BBS ✅ 1️⃣ Study structural drawings carefully Identify all reinforced concrete elements (e.g., beams, columns, slabs, footings) and note bar sizes, spacing, and bar shapes. ✅ 2️⃣ Count and list each bar type Note the number of longitudinal bars, stirrups, ties, spirals, or mesh reinforcement for each element. ✅ 3️⃣ Measure bar lengths Measure the actual lengths on drawings or use formulas: For straight bars: clear length + bends/hooks + anchorage/dev. length For stirrups/ties: perimeter of shape + hooks + allowances For spirals: number of turns × (π × diameter) ✅ 4️⃣ Add standard allowances Include extra for bends, hooks, laps, and wastage (typically ~3-5%). Silicon Engineering Consultants offers bar bending schedule services that provide accurate, ready-to-use schedules for projects of all sizes.
Symmetrical bending occurs when a beam is loaded uniformly along its length, resulting in bending stresses that are equal on both sides of the beam's neutral axis. Unsymmetrical bending occurs when a beam is loaded unevenly, causing different magnitudes of bending stress on opposite sides of the beam's neutral axis.
To calculate the dimension of a 90-degree bend in a Bar Bending Schedule (BBS), you need to determine the bend radius and the length of the bent bar. The formula typically used is: Length of bend = (π/2) × Bend Radius + Straight Length before and after the bend. Ensure to account for the bar diameter when determining the bend radius, as it affects the overall length. Finally, sum these lengths to get the total dimension for the 90-degree bend.
its 2d and 3d
Quick method: Length + width = half perimeter = 51.5 m. Deduct 3 and half the answer = 24.25 is width. Add back the 3 to get the length 27.25
Pure bending is not possible in a cantilever beam due to the presence of support reactions. In a cantilever beam, the fixed support at one end creates moments and shear forces that lead to non-uniform bending along the length of the beam. While it is possible to achieve a state of pure bending over a short length, such as near the free end, the overall behavior is influenced by the support constraints and loading conditions.