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Bolt Shear Capacity Calculator

Free Bolt shear capacity Calculator for materials specifications projects. Enter dimensions to get material lists and cost estimates.

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Construction & Engineering

Bolt Shear Capacity Calculator

Calculate bolt shear capacity per AISC 360 for A307, A325, and A490 bolts. Supports LRFD and ASD methods with single and double shear analysis.

Last updated: December 2025

Calculator

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Total LRFD Capacity
71,569 lbs
ASD: 47,713 lbs | Nominal: 95,426 lbs
LRFD D/C Ratio
0.279
27.9% utilized - OK
ASD D/C Ratio
0.419
41.9% utilized - OK

Per-Bolt Strength

Nominal Area (Ab)0.4418 sq in
Shear Stress (Fnv)54,000 psi
Nominal Rn/bolt23,856 lbs
LRFD phi-Rn/bolt17,892 lbs
ASD Rn/omega/bolt11,928 lbs
Demand/bolt5,000 lbs
Important: This checks shear only. A complete bolt connection design must also check bearing on connected material, block shear, and bolt tension if applicable per AISC 360 Chapter J.
Your Result
LRFD: 71,569 lbs | ASD: 47,713 lbs | DCR: 0.279
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Understand the Math

Formula

Rn = Fnv x Ab (per bolt per shear plane)

The nominal bolt shear strength (Rn) equals the nominal shear stress (Fnv) multiplied by the nominal bolt area (Ab). Fnv is 0.450 x Fu for threads included or 0.563 x Fu for threads excluded. Apply phi = 0.75 for LRFD or divide by omega = 2.00 for ASD.

Last reviewed: December 2025

Worked Examples

Example 1: Standard Beam Connection

Check 4 A325-N 3/4-inch bolts in single shear against 20,000 lbs applied load using LRFD.
Solution:
Ab = pi x 0.75^2 / 4 = 0.4418 sq in Fnv = 0.450 x 120,000 = 54,000 psi Rn = 54,000 x 0.4418 = 23,856 lbs/bolt Phi-Rn = 0.75 x 23,856 = 17,892 lbs/bolt Total = 4 x 17,892 = 71,568 lbs > 20,000 OK
Result: Total LRFD capacity of 71,568 lbs; DCR = 0.279 (passes)

Example 2: Heavy Truss Gusset Plate

Determine capacity of 6 A490-X 1-inch bolts in double shear.
Solution:
Ab = pi x 1.0^2 / 4 = 0.7854 sq in Fnv = 0.563 x 150,000 = 84,450 psi Rn = 84,450 x 0.7854 = 66,307 lbs/bolt/plane Total nominal = 6 x 2 x 66,307 = 795,684 lbs LRFD = 0.75 x 795,684 = 596,763 lbs
Result: Total LRFD capacity of 596,763 lbs in double shear
Expert Insights

Background & Theory

The Bolt Shear Capacity Calculator applies the following established principles and formulas. Structural and construction engineering is governed by fundamental load analysis, material science, and regulatory standards that ensure the safety and durability of built structures. The primary distinction in load analysis is between dead loads โ€” the permanent self-weight of structural elements, finishes, and fixed equipment โ€” and live loads, which represent variable occupancy, furniture, and environmental forces such as wind and snow. These are combined using factored load equations, such as the ASCE 7 formula U = 1.2D + 1.6L, where D is dead load and L is live load. Concrete mix design is governed by the water-cement (w/c) ratio, which is the primary determinant of compressive strength and durability. A w/c ratio of 0.40โ€“0.45 typically yields concrete with 28-day compressive strengths of 30โ€“40 MPa. Common mix ratios by weight for structural concrete are approximately 1 part cement : 1.5โ€“2 parts sand : 3 parts coarse aggregate. Structural steel is characterized by its yield strength (the stress at which permanent deformation begins, typically 250โ€“350 MPa for mild steel) and ultimate tensile strength (typically 400โ€“500 MPa). Mid-span deflection of a simply supported beam under a central point load is given by ฮด = FLยณ / (48EI), where F is force, L is span length, E is Young's modulus, and I is the second moment of area. Building insulation is rated by R-value, a measure of thermal resistance in units of mยฒยทK/W (SI) or ftยฒยทยฐFยทh/BTU (imperial). Higher R-values indicate greater resistance to heat flow. Foundation design depends on the allowable bearing capacity of the underlying soil, which ranges from approximately 75 kPa for soft clay to over 10,000 kPa for bedrock. Drainage gradients for surface water are typically specified as a minimum of 1โ€“2% slope away from building foundations to prevent hydrostatic pressure and water infiltration.

History

The history behind the Bolt Shear Capacity Calculator traces back through the following developments. The history of construction engineering spans thousands of years of accumulated empirical knowledge and, more recently, rigorous scientific analysis. The ancient Egyptians built the Great Pyramid of Giza around 2560 BCE using an estimated 2.3 million stone blocks, demonstrating sophisticated logistics, geometry, and workforce organization. Roman engineers advanced the field dramatically through the use of pozzolanic concrete โ€” a mixture of volcanic ash, lime, and seawater โ€” enabling the construction of the Pantheon dome (43.3 m diameter, completed around 125 CE) and a vast network of aqueducts and roads across the empire. Cast iron emerged as a structural material during the Industrial Revolution, first used prominently in the Iron Bridge at Coalbrookdale, England, completed in 1779. Wrought iron and later steel allowed far greater spans and heights. The Eiffel Tower, completed in 1889, demonstrated the structural possibilities of wrought iron at scale and influenced the development of steel-frame skyscraper construction in Chicago and New York. Reinforced concrete was systematically developed by Joseph Monier, a French gardener, who patented iron-reinforced concrete pots and panels in the 1860s, and later by engineers including Franรงois Hennebique who created the first comprehensive reinforced concrete framing system in the 1890s. The 1906 San Francisco earthquake caused widespread devastation and galvanized the engineering profession to develop seismic design provisions. Subsequent earthquakes โ€” including the 1971 San Fernando and 1994 Northridge events โ€” drove successive improvements in seismic codes, base isolation technology, and ductile detailing of reinforced concrete and steel frames. Building codes became increasingly standardized in the twentieth century, with the International Building Code (IBC) first published in 2000 providing a unified model code adopted across much of the United States. Building Information Modeling (BIM) emerged in the 2000s as a digital workflow integrating architectural, structural, and MEP design into a unified three-dimensional model, fundamentally changing coordination practices across the industry.

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Frequently Asked Questions

Bolt shear capacity depends on the bolt diameter, material grade (ultimate tensile strength), whether the shear plane passes through the threaded or unthreaded portion, and the number of shear planes. The nominal shear stress is a fraction of the ultimate tensile strength: 0.450 times Fu when threads are in the shear plane, and 0.563 times Fu when threads are excluded. Larger bolts and higher grades provide greater shear resistance.
When the shear plane passes through the threaded portion of a bolt, the effective cross-sectional area is reduced by the thread roots, and the irregular geometry creates stress concentrations. This reduces the shear capacity by about 20 percent compared to shearing through the smooth unthreaded shank. Connection details should specify whether threads are included (N-type) or excluded (X-type), and the bolt length must be chosen accordingly to ensure the desired condition.
A double shear connection occurs when a bolt passes through three plates and the applied load creates two shear planes on the bolt. Common examples include a gusset plate sandwiched between two connection angles, or a clevis pin with two side plates. Double shear effectively doubles the bolt shear capacity compared to single shear because the load is shared across two cross-sections. Multi-shear-plane connections with more than two planes are also possible in specialized connections.
Beam capacity depends on material, cross-section dimensions, span length, and support conditions. For a simple rectangular wood beam, bending strength = (F_b x b x d^2) / 6, where F_b is allowable stress, b is width, and d is depth. Always consult a structural engineer for critical applications.
You may use the results for reference and educational purposes. For professional reports, academic papers, or critical decisions, we recommend verifying outputs against peer-reviewed sources or consulting a qualified expert in the relevant field.
All calculations use established mathematical formulas and are performed with high-precision arithmetic. Results are accurate to the precision shown. For critical decisions in finance, medicine, or engineering, always verify results with a qualified professional.
Educational Note: This calculator is provided for educational and informational purposes. Results are based on the formulas and inputs provided. Always verify important calculations independently. NovaCalculator processes calculator inputs client-side; optional analytics follow visitor consent settings. ยฉ 2024โ€“2026 NovaCalculator.

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Formula

Rn = Fnv x Ab (per bolt per shear plane)

The nominal bolt shear strength (Rn) equals the nominal shear stress (Fnv) multiplied by the nominal bolt area (Ab). Fnv is 0.450 x Fu for threads included or 0.563 x Fu for threads excluded. Apply phi = 0.75 for LRFD or divide by omega = 2.00 for ASD.

Worked Examples

Example 1: Standard Beam Connection

Problem: Check 4 A325-N 3/4-inch bolts in single shear against 20,000 lbs applied load using LRFD.

Solution: Ab = pi x 0.75^2 / 4 = 0.4418 sq in\nFnv = 0.450 x 120,000 = 54,000 psi\nRn = 54,000 x 0.4418 = 23,856 lbs/bolt\nPhi-Rn = 0.75 x 23,856 = 17,892 lbs/bolt\nTotal = 4 x 17,892 = 71,568 lbs > 20,000 OK

Result: Total LRFD capacity of 71,568 lbs; DCR = 0.279 (passes)

Example 2: Heavy Truss Gusset Plate

Problem: Determine capacity of 6 A490-X 1-inch bolts in double shear.

Solution: Ab = pi x 1.0^2 / 4 = 0.7854 sq in\nFnv = 0.563 x 150,000 = 84,450 psi\nRn = 84,450 x 0.7854 = 66,307 lbs/bolt/plane\nTotal nominal = 6 x 2 x 66,307 = 795,684 lbs\nLRFD = 0.75 x 795,684 = 596,763 lbs

Result: Total LRFD capacity of 596,763 lbs in double shear

Frequently Asked Questions

What determines the shear capacity of a bolt?

Bolt shear capacity depends on the bolt diameter, material grade (ultimate tensile strength), whether the shear plane passes through the threaded or unthreaded portion, and the number of shear planes. The nominal shear stress is a fraction of the ultimate tensile strength: 0.450 times Fu when threads are in the shear plane, and 0.563 times Fu when threads are excluded. Larger bolts and higher grades provide greater shear resistance.

Why does it matter if threads are in the shear plane?

When the shear plane passes through the threaded portion of a bolt, the effective cross-sectional area is reduced by the thread roots, and the irregular geometry creates stress concentrations. This reduces the shear capacity by about 20 percent compared to shearing through the smooth unthreaded shank. Connection details should specify whether threads are included (N-type) or excluded (X-type), and the bolt length must be chosen accordingly to ensure the desired condition.

What is a double shear connection?

A double shear connection occurs when a bolt passes through three plates and the applied load creates two shear planes on the bolt. Common examples include a gusset plate sandwiched between two connection angles, or a clevis pin with two side plates. Double shear effectively doubles the bolt shear capacity compared to single shear because the load is shared across two cross-sections. Multi-shear-plane connections with more than two planes are also possible in specialized connections.

How do I calculate the load-bearing capacity of a beam?

Beam capacity depends on material, cross-section dimensions, span length, and support conditions. For a simple rectangular wood beam, bending strength = (F_b x b x d^2) / 6, where F_b is allowable stress, b is width, and d is depth. Always consult a structural engineer for critical applications.

How do I get the most accurate result?

Enter values as precisely as possible using the correct units for each field. Check that you have selected the right unit (e.g. kilograms vs pounds, meters vs feet) before calculating. Rounding inputs early can reduce output precision.

Can I use Bolt Shear Capacity Calculator on a mobile device?

Yes. All calculators on NovaCalculator are fully responsive and work on smartphones, tablets, and desktops. The layout adapts automatically to your screen size.

References

Reviewed by Abdullah, Technical Content Specialist ยท Editorial policy