The ClearCalcs Concrete Beam Calculator allows users to design concrete beams by specifying the desired load cases and dimensions of the beam. In this article, each section of the calculator will be explained followed by a few worked examples.

The Rectangular Concrete Beam Calculator has 4 main sections

1. Key Properties 2. Design Criteria 3. Longitudinal Reinforcement at Midspan 4. Shear Reinforcement at Supports 5. Loads

The figure given below illustrates the three parameters that need to be specified in this section.

- Cross-section height (h) must be specified in inches.
- Cross-section width (b) must be specified in inches.
- Total length of the beam (L) must be specified in feet.

The strength of the concrete being used must be specified in Pounds per Square Inch (psi). Concrete strength cannot be less than 2500psi.

The concrete weight classification needs to be selected from the drop-down menu shown below.

Note that one can select 'custom' and input the concrete density and an lightweight concrete factor to create their own concrete weight classification.

Strength is limited to 80 ksi for regular columns, and 60 ksi in special seismic systems. This requirement is imposed to ensure steel yields before concrete crushes in the column.

Distance from concrete surface to edge of ties. Minimum cover: 1-1/2” for unexposed members, 2” for exposed members with bars >= #6, and 3” for any concrete cast against the ground.

For this section, the above table must be filled out as follows:

- In the first column, the support type must be selected from the drop-down menu
- In the second column, the location of the support must be specified in feet as measured from the left of the beam.

The hard maximum deflection allowed for the beam, regardless of span length. Normally, your local building code will dictate this. For the IBC, Table 1604.3 provides the limits.

Calculated independently for each span. For cantilevers, “L” is taken to be twice the length of the cantilever. Normally, your local building code will dictate this limit. For the IBC 2018, Table 1604.3 provides the limits.

Long term deflection limit, including creep effects etc.

Calculated independently for each span. For cantilevers, “L” is taken to be twice the length of the cantilever. Normally, your local building code will dictate this limit. For the IBC, Table 1604.3 provides the limits.

**Tension Bars vs. Compression Bars**

Tension bars are the reinforcement bars which are in tension when the concrete beam is subjected to vertical loads. These are located towards the bottom of the cross-section (indicated in green in the figure below). Compression bars are the reinforcement bars which are in compression when the concrete beam is subjected to vertical loads. These are located towards the top of the cross- section (indicated in blue in the figure below.)

This section allows the user to add rows of tension bars using the following table. Each row in the table corresponds to a new row of tension bars.

- In the second column, the number of bars in the row must be specified.
- In the third column, the size of the bars must be selected from a drop-down menu which has imperial sizes from #2-#18. For further information regarding Imperial dimensions of rebars visit: https://www.engineeringtoolbox.com/reinforcing-bar-us-imperial-d_1482.html
- In the fifth column, the depth corresponding to each row must be specified. Depth is the distance from the row to the top surface of the concrete beam.

The number of compression bars must be specified. The default has been set to two, to provide anchors for stirrups.

The size of the compression bars must be selected from a drop-down menu which has imperial sizes from #2-#18. For further information regarding Imperial dimensions of rebars visit: https://www.engineeringtoolbox.com/reinforcing-bar-us-imperial-d_1482.html

A Stirrup is a closed loop of reinforcement bar, which holds the main reinforcement bars in place. In this section, the user can specify whether or not to include stirrups in their design. Stirrups are required if more than half the concrete shear strength is utilized.

The size of stirrups must be selected from a drop-down menu which has imperial sizes from #2-#18. For further information regarding Imperial dimensions of rebars visit: https://www.engineeringtoolbox.com/reinforcing-bar-us-imperial-d_1482.html

The number of rebars per loop must be specified. Enter 0 if no stirrups are present. The default is set to two.

Spacing between stirrups at the supports. Note that as shear will typically be much lower at midspan under a UDL, this spacing may change. This sheet is intended to provide basic design info only, but the shear force diagram may be used to check additional spacings.

The table in this section prompts the user to input distributed loads. For further instructions on how to fill out this table, check out our help article on how to input distributed loads.

In this section, the table must be filled out as follows:

- In column 1, the user can name the load as they prefer.
- In the second column, the location of the load must be specified in feet as measured from the left end of the beam.
- The following table will appear when one clicks on the third column.

The load type must be selected from the drop-down menu given. If it is a vertical load, its magnitude must be specified in pounds (lb). If it is a moment load, the magnitude must be specified in Pounds feet (lb.ft).

The user can choose whether or not they include the self-weight of the beam in their calculations. The calculator is set to include the self-weight by default unless the user specifies otherwise.

The user can select whether reduced companion live load is used in their calculations or not. For live loads under 100 psf which are not in a garage or a place of public assembly, a 50% reduction in the live load is allowed when it is used as a companion load.

A factor which accounts for the effects of creep in concrete. In most structures, the design life should conservatively remain at 5+ years. Sustained duration factor must be selected from the drop-down menu given below.

Design a concrete beam with the following characteristics

- Dimensions: 30 feet in length, 24x12 in cross-section
- Pinned supports at each end
- Concrete cover of 1.5 in
- Normal-weight concrete with a strength of 3000 psi
- Reinforcement strength of 50 ksi
- 2 tension bars of size #8 at a depth of 20 in
- 2 compression bars of size #8
- Stirrups of size #3 with 4 legs per bundle, and a spacing of 4 in at supports
- An end-to-end distributed load: 10 psf dead load and 40 psf live load with a tributary width of 5 in
- Include self-weight
- Assume a sustained load duration factor of 5+ years

Access the full PDF file of the results of this calculation here: Task 1

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