Calculate Concrete Floor Load Capacity

Floor joist capacity max working load 3 0 kn m 2 as pdf file.

Calculate concrete floor load capacity.

Floor joist capacity max working load 2 0 kn m 2. Concrete slab thickness recommended thickness of concrete slabs. Under the heading concrete you will see a. Look in your project plans for any notes on additional rebar or wire mesh that has been added to your concrete.

How to calculate the load bearing of concrete step 1. Floors live loads floors and minimum uniformly distributed. Floor joists capacities carrying capacities of domestic timber floor joists grade c in metric units. Calculate moment and estimate.

Increasing the total weight on the floor to 4 480 pounds however results in a live load of 40 psf which is beyond the floor s load capacity. Floor joist capacities max working load 3 0 kn m 2. Look at the general instructions at the front of your project plans. For a single post load input a value of i 0.

Pci the increase in stress i due to a 2nd wheel or post load as a percentage of stress for a single wheel or post load is approximately 15 to 20 for a wheel or post spacing of 3 to 4. This free concrete calculator estimates the amount of concrete necessary for a project and can account for different shapes and amounts of concrete. Explore other calculators related to housing or building as well as hundreds of other calculators addressing finance math fitness health and more. Calculate self weight of the concrete slabs.

Concrete walls estimate volume in concrete walls. Live load for maintenance likely to come on the concrete slab. Concrete mixtures cement sand and gravel mixtures. With an evenly distributed live load of 30 psf which the tables show the floor is able to support the total weight on the floor would be about 3 360 pounds.

About onlinecalculators online calculators and converters have been developed to make calculations easy these calculators are great tools for mathematical algebraic numbers engineering physics problems. Estimate any other loads e g.