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Fillet Weld Throat

Calculate the effective throat of a fillet weld, a = 0.707 × z, from the leg z of the fillet. For an equal-leg fillet, the throat — the smallest dimension of the resisting section, from root to face — equals the leg times sin(45°) ≈ 0.707. The result, in the same unit as the leg (mm), is the dimension used to calculate the strength of the welded joint, since the weld tends to fail across this minimum section. Sizing the throat correctly ensures the weld carries the design load. Enter the fillet leg.

Resultado

Garganta de filete de solda

Um filete de solda (solda em ângulo, que une duas peças em T ou em sobreposição) tem seção transversal aproximadamente triangular. Suas dimensões nominais são as pernas (catetos) z, mas a peça não rompe ao longo de uma perna — ela rompe pela menor seção resistente, chamada garganta efetiva (a), medida da raiz da solda até a face, perpendicular à hipotenusa. Para um filete de pernas iguais, a geometria do triângulo retângulo dá a = z × sen(45°) = 0,707 × z. É essa garganta, e não a perna, que entra no cálculo de resistência: a tensão na solda é a carga dividida pela área da garganta (a × comprimento do cordão). Subestimar isso — calcular como se a seção fosse a perna inteira — superdimensionaria a resistência e seria inseguro. Na prática, especifica-se a perna z no desenho (é o que o soldador consegue medir e controlar), e o projetista converte para a garganta para verificar se a junta suporta o esforço de projeto, aplicando ainda os coeficientes de segurança da norma. Para filetes de pernas desiguais, usa-se a menor garganta possível inscrita no triângulo. Informe a perna do filete.

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Calculate the junction temperature of a power semiconductor, T_j = T_a + P × R_th, from the ambient temperature T_a, the dissipated power P and the total junction-to-ambient thermal resistance R_th (°C/W). The result, in °C, is the device's internal temperature (silicon junction), which must not exceed the manufacturer's limit (typically 150 °C) on pain of failure. The thermal resistance adds the junction-to-case, case-to-heatsink and heatsink-to-ambient stages. Lowering R_th (larger heatsink, ventilation, thermal paste) lowers the junction temperature. It is the central calculation of power electronics thermal design. Enter the ambient temperature, the dissipated power and the thermal resistance.

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Geosynthetic Seam Strength

Calculate the strength of a geosynthetic seam (sewn or welded), T_seam = (E ÷ 100)·T_ult, from the seam efficiency E (% of base material strength) and the geosynthetic ultimate strength T_ult (kN/m). Geosynthetics come in limited-width rolls, and on large works (reinforced walls, embankments, geomembrane-lined ponds) must be SEAMED to cover the whole area — by sewing, thermal welding (geomembranes) or simple overlap. The seam is almost always the WEAKEST POINT of the system: a sewn seam has efficiency typically 50-80% of the base fabric strength (the needle punctures and weakens the material, and the thread can be the weak link), while well-made thermal welds in geomembranes can reach 80-100%. So in REINFORCEMENT geosynthetics, seams perpendicular to the main tension are avoided or reinforced, and in barrier geomembranes (landfills, ponds) welds are rigorously tested (dual-channel air pressure, vacuum, destructive tests), since a leak from a bad seam compromises the whole lining. Knowing the seam strength is essential for design and quality control. Enter the seam efficiency and the ultimate strength.

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Timber Design Strength (kmod, NBR 7190)

Computes the timber design strength per the Brazilian NBR 7190, f_d = k_mod1 · k_mod2 · k_mod3 · f_k / γ_w, where the three modification factors correct the characteristic strength for load duration, service moisture class and timber grade, and γ_w is the material partial safety factor. Timber is the only common structural material whose strength falls with the DURATION of the applied load, and that is what k_mod1 encodes: it is 1.10 for instantaneous action and only 0.60 for permanent load, so the same member is worth nearly twice as much under impact as under self weight. In the most common design combination — long-duration action (0.70), moisture class 1 or 2 (1.00), first-grade sawn timber (1.00) and compression parallel to the grain with γ_wc = 1.4 — the factors cancel such that the design strength comes out exactly half the characteristic value, a shortcut worth memorising to sanity-check any result. Enter the three modification factors, the characteristic strength and the partial safety factor.

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Second-Leg Flaw Depth (Angle-Beam Ultrasonics)

Computes the true depth of a discontinuity found on the second leg of the beam in angle-beam ultrasonics, d = 2 × t − S × cos(θ), where S is the sound path read on the instrument and θ is the probe refracted angle. After bouncing off the back wall the beam travels back upwards, so depth stops growing with sound path and starts shrinking: depth is now counted from the back wall, not from the scanning surface, which is the classic mistake of applying the first-leg formula out of range. The tool only accepts sound paths whose projection falls between one and two thicknesses, which is exactly the second-leg band — below that the reflector is on the first leg and d = S × cos(θ) applies. Enter the part thickness, the sound path and the refracted angle.

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Timber Embedment Strength for Dowel-Type Fasteners

Computes the characteristic embedment strength of timber parallel to the grain, for dowel-type fasteners, from f_h,0,k = 0.082·(1 − 0.01·d)·ρ_k, with the fastener diameter d in millimetres and the characteristic timber density ρ_k in kg/m³, returning MPa. Embedment is the local crushing of the wood under the fastener shank, and it — not the bolt strength — usually governs the capacity of a connection with dowels, pins or through bolts, because timber yields long before steel does. The expression, adopted by Eurocode 5 and by the Brazilian NBR 7190:2022, shows that larger fasteners mobilise a LOWER average stress: going from 8 to 20 mm diameter cuts embedment strength by 13 %, which in practice favours many slender fasteners over a few thick ones, provided minimum spacings are respected. It is valid for fasteners up to about 30 mm. Enter the fastener diameter and the characteristic timber density.

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Required Fire Flow

Calculate the water flow required for a firefighting system, Q = area × application rate, multiplying the operating area (m²) by the required application density (L/min per m²). The result, in L/min, is the minimum flow the sprinkler or spray system must deliver over the most unfavourable area to control the fire. The application rate depends on the occupancy's hazard class — the higher the fire load and combustibility, the higher the density required by codes (NBR/NFPA). It is the basis of hydraulic design and water reserve. Enter the area and the application rate.

The results provided by this tool are for general informational and educational purposes only and do not constitute professional, financial, medical, legal, tax or accounting advice. Always confirm important decisions with a qualified professional and official sources.