![]() ![]() Stone Matrix Asphalt (SMA) ( 13-mm SMA (Wearing course)).Slury Seal ( Type III (Minimum Layer Thickness - 6-8 mm)).Slury Seal ( Type II (Minimum Layer Thickness - 4-6 mm)).Slury Seal ( Type - I (Minimum Layer Thickness - 2-3 mm)).Surfacing Dressing ( Nominal size - 6 mm).Surfacing Dressing ( Nominal size - 10 mm).Surfacing Dressing ( Nominal size - 13 mm).Surfacing Dressing ( Nominal size - 19 mm).Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) ( Type B).Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) ( Type A).Bituminous Concrete ( Grading – II (Nominal maximum aggregate size (13.2 mm))).Bituminous Concrete ( Grading – I (Nominal maximum aggregate size (19 mm))).Dense Bituminous Macadam (DBM) ( Grading – II (Nominal maximum aggregate size (26.5 mm))).Dense Bituminous Macadam (DBM) ( Grading – I (Nominal maximum aggregate size (37.5 mm))).Bituminous Macadam ( Grading–II (Nominal maximum aggregate size (19 mm))).Bituminous Macadam ( Grading – I (Nominal maximum aggregate size (40 mm))).Water Bound Macadam Sub-Base / Base (WBM) ( Grading For Screenings - Grade B (11.2 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Grading For Screenings - Grade A (13.2 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Coarse Aggregates (53 mm to 22.4 mm)).Water Bound Macadam Sub-Base / Base (WBM) ( Coarse Aggregates (63 mm to 42 mm)).Grading for Granular Sub-base Materials (GSB) ( Grading - VI).Grading for Granular Sub-base Materials (GSB) ( Grading - V).Grading for Granular Sub-base Materials (GSB) ( Grading - IV).Grading for Granular Sub-base Materials (GSB) ( Grading - III).Grading for Granular Sub-base Materials (GSB) ( Grading - II).Grading for Granular Sub-base Materials (GSB) ( Grading - I). ![]() #Engineering calculator free online fullIf you need full design checks via AISC 360, NDS, ASD and LRFD for steel or wood beam design and you want to design your next beam in minutes, you might like our Beam Designer tool. If you're not worried about design codes and comparing beam demand and beam capacity, try out our easy to use Shear & Moment Calculator. If you have a steel, wood or concrete beam with complex boundary conditions and loads you're better off solving the problem numerically with one of our finite element analysis tools. Of course, it is not always possible (or practical) to derive a closed-form solution for some beam configurations. Also, remember, you can add results from beams together using the method of superposition. Use it to help you design steel, wood and concrete beams under various loading conditions. The beam calculator is a great tool to quickly validate forces in beams. The beam calculator uses these equations to generate bending moment, shear force, slope and defelction diagrams. We use these equations along with the boundary conditions and loads for our beams to derive closed-form solutions to the beam configurations shown on this page (simply supported and cantilver beams). Q=-EI × d 3w / dx 3), M=-EI × d 2w / dx 2 Beam Moment and Shear Force Calculator The Shear Force and Moment can be expressed, respectively, as: The simplest form of this equation is as follows: The Euler-Bernoulli equation describes a relationship between beam deflection and applied external forces. This calculator is based on Euler-Bernoulli beam theory. ![]()
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