Beam Deflection Calculator - Calculate deflection of steel and wood beam
Welcome to beamdeflectioncalculator.com, your ultimate destination for precise and comprehensive beam deflection calculations. Our advanced Beam Deflection Calculator is designed to deliver accurate results for deflection, slope, moment, shear, and reactions, catering to engineers, architects, and students alike. With its intuitive interface and robust computational power, beamdeflectioncalculator.com simplifies complex beam analysis, allowing you to concentrate on your project with confidence.
At beamdeflectioncalculator.com, simply input your beam parameters, and receive instant, reliable results. Our calculator leverages cutting-edge algorithms to ensure precision and efficiency, eliminating the need for time-consuming manual calculations. Experience the ease of automated solutions and streamline your workflow with our powerful tool.
Simple beam Calculator
- Simple beam Two equal concentrated loads symmetrically placed
- Simple beam Two equal concentrated loads unsymmetrically placed
- Simple beam Two equal concentrated loads unsymmetrically placed II
- Simple beam Two equal couple moments Mo at each end
- Simple beam Uniform load partially distributed at each end
- Simple beam Uniform load partially distributed at left end II
- Simple beam Uniform load partially distributed at left end I
- Simple beam Uniform load partially distributed
- Cantilever beam Load increasing uniformly to free end
- Cantilever beam Uniform load partially distributed at fixed end
- Cantilever beam Uniform load partially distributed at free end
- Cantilever beam Uniform load partially distributed
- Fixed fixed beam Two equal concentrated loads symmetrically placed
- Fixed fixed beam Uniform load partially distributed at left end I
- Fixed fixed beam Uniform load partially distributed at left end II
- Fixed fixed beam Uniform load partially distributed
- Fixed pinned beam Couple moment Mo at supported end
- Fixed pinned beam Two equal concentrated loads symmetrically placed
- Fixed pinned beam Uniform load partially distributed at fixed end
- Fixed pinned beam Uniform load partially distributed at supported end
- Overhanging beam Concentrated load at any point between supports
- Overhanging beam Concentrated load at end of overhang
- Concrete: 15-50 GPa
- Steel: 200+ GPa
- Width = 20 cm
- Height = 30 cm
- P = Load = 400 N
- L = Length between supports = 1.5 m
- E = Modulus of Elasticity = 6.8×10⁹ Pa
- I = Area Moment of Inertia = 1.6×10⁻⁶ m⁴
- For cantilever beams: PL³ / (3EI)
- For simply-supported beams: 5wL⁴ / (384EI)
- P = Point load
- L = Beam length
- E = Modulus of elasticity
- I = Area moment of inertia
- Determine whether the beam is a cantilever beam or a simply-supported beam.
- Measure the beam deflection by observing the structure's deformation.
- Choose the appropriate beam deflection formula based on the beam type.
- Input your data: beam length, area moment of inertia, modulus of elasticity, and the acting force.
- The weight applied on top of the beam or structure
- The area moment of inertia (which depends on the size of the cross-section)
- The length of the unsupported span of the beam
- The material properties of the beam (e.g., modulus of elasticity)
- Length (L) = 4 m = 4 × 10³ mm
- Point load (P) = 45 × 10³ N
- Modulus of elasticity (E) = 2.4 × 10⁵ N/mm²
- Area moment of inertia (I) = 72 × 10⁶ mm⁴
Cantilever beam Calculator
Fixed fixed beam Calculator
Overhanging beam Calculator
Wood Beam Calculator
Reference
What is Beam Deflection and Beam Bending?
In building construction, framing structures are commonly used to provide support. These frames are secured to the ground through foundations and serve as the skeletal framework of buildings, houses, and bridges.
Within a frame, the vertical structural elements are called columns, while the horizontal elements are referred to as beams. Beams are extended structural members designed to carry loads from horizontal slabs, such as solid concrete floors, wooden joist systems, and roofs.
When a beam supports a load beyond its capacity, it begins to bend. This bending results in what is known as beam deflection. Beam deflection is the vertical displacement of a point along the beam's centroid due to applied loads. In most cases, the beam's surface can also be used as a reference point for measuring deflection, provided that the beam's height or depth remains unchanged during the bending process.
Flexural Rigidity of the Beam
Calculating beam deflection requires knowledge of the beam's bending or flexural rigidity and the force or load applied to it. The beam's flexural rigidity is determined by multiplying its modulus of elasticity (E) by its area moment of inertia (I):
Flexural Rigidity = E × I
The modulus of elasticity depends on the beam's material. A higher modulus of elasticity allows a material to sustain greater loads before breaking. For example:
This significant difference means that concrete experiences cracking sooner under load compared to steel. You can learn more about the modulus of elasticity in our stress calculator.
Understanding the Area Moment of Inertia
The area moment of inertia (I) quantifies a material’s resistance to rotational motion and depends on the dimensions of its cross-section. It also varies based on the axis of rotation. For instance, consider a rectangular beam with:
Using standard formulas, we can calculate the area moment of inertia:
Iₓ = (width × height³) / 12
Iₓ = (20 × 30³) / 12 = 45,000 cm⁴
Iᵧ = (height × width³) / 12
Iᵧ = (30 × 20³) / 12 = 20,000 cm⁴
Since beam deflection is primarily concerned with bending along the vertical span (around the x-axis), we use Iₓ in our calculations.
Why Beam Dimensions Matter
The values of Iₓ and Iᵧ indicate that the beam is more resistant to vertical bending but bends more easily under a lateral load. This is why beams are typically designed with a greater height than width—to maximize their resistance to vertical bending.
For further understanding, you can explore our moment of inertia calculator.
Sample Beam Deflection Calculation
Let’s walk through a sample calculation of beam deflection using a simple wooden bench as an example. Imagine a bench with legs 1.5 meters apart at their centers. The seat is made of a 4 cm thick, 30 cm wide eastern white pine plank. This plank acts as a beam and will deflect when someone sits on it. We can calculate the area moment of inertia of this plank and use it to find out how much it deflects.
Step 1: Calculate the Area Moment of InertiaThe area moment of inertia for the plank is calculated as:
Iₓ = (width × height³) / 12
Iₓ = (30 × (4³)) / 12
Iₓ = 160.0 cm⁴ or 1.6×10⁻⁶ m⁴
Now we know that the area moment of inertia for the plank is 1.6×10⁻⁶ m⁴.
Step 2: Use the Modulus of Elasticity for Eastern White PineThe modulus of elasticity for eastern white pine is 6,800 MPa (6.8×10⁹ Pa), as we find in the Wood Handbook. You can obtain the modulus of elasticity for other materials (like steel or concrete) from online resources or engineering handbooks.
Step 3: Consider the Load Applied to the BenchSuppose a 400 N child sits at the center of the bench. We now have the values needed to calculate the deflection of the bench seat.
Step 4: Calculate the DeflectionTo calculate the deflection at the center of the beam (δmax), we use the formula:
δmax = (P × L³) / (48 × E × I)
Where:
Now we can substitute the values into the formula:
δmax = (400 N) × (1.5 m)³ / (48 × 6.8×10⁹ Pa × 1.6×10⁻⁶ m⁴)
δmax = 0.002585 m = 2.5850 mm
What is the General Formula for Beam Deflection?
The general formulas for calculating beam deflection are:
Where:
There are many other deflection formulas to calculate the deflection of various types of beams and loading conditions.
How to Calculate the Deflection of a Beam
To calculate the deflection of a beam, follow these steps:
What Causes Deflection in Beams?
The main causes of deflection in beams include:
Example: Central Deflection of a Simply-Supported Beam
Let’s calculate the central deflection of a simply-supported beam with a 4-meter span. Here are the given values:
To calculate the deflection, we will use the formula for a simply-supported beam:
δ = (P × L³) / (48 × E × I)
Substitute the given values into the formula:
δ = (45 × 10³ × (4 × 10³)³) / (48 × 2.4 × 10⁵ × 72 × 10⁶)
After calculating, the deflection is:
δ = 3.47 mm
This means the central deflection of the beam will be 3.47 mm under the applied load.
Material Properties
Material | Tensile Strength (PSI) | Yield Strength (PSI) | Hardness (Rockwell) | Density (Kg/m³) |
---|---|---|---|---|
Stainless Steel 304 | 90,000 | 40,000 | 88 | 8000 |
Aluminum 6061-T6 | 45,000 | 40,000 | 60 | 2720 |
Aluminum 5052-H32 | 33,000 | 28,000 | 60 | 2680 |
Aluminum 3003 | 22,000 | 21,000 | 20 to 25 | 2730 |
Steel A36 | 58,000 - 80,000 | 36,000 | 64 | 7800 |
Steel Grade 50 | 65,000 | 50,000 | 68 | 7800 |
Yellow Brass | 37,700 | 40,000 | 55 | 8470 |
Red Brass | 84,100 | 49,000 | 65 | 8746 |
Copper | 30,500 | 28,000 | 10 | 8940 |
Phosphor Bronze | 47,000 - 140,000 | 55,000 | 78 | 8900 |
Aluminum Bronze | 100,000 | 27,000 | 77 | 7700 - 8700 |
Titanium | 63,000 | 37,000 | 80 | 4500 |
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