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Uniform Beam - Multiple Beam Moments

Geometry

Clear Span Length

Tributary width

beam width (for self wt)

beam height (for self wt) deduct for slab as Req'd

Enter multiplyer for moment based on ACI 8.3.3 (i.e. W*L^2 * ....

Dead / Live Load factor

 psf 1

Dead Load Surcharge

Moments

concrete unit wt

 psf 2

Live Load Surcharge

 6.3017 m * 5.4864 m * 6.3017 m * 5.4864 m * 1 4 mat 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 1 4 mat 965.5326 kg s 2 ^ / * 840.6088 kg s 2 ^ / * 965.5326 kg s 2 ^ / * 840.6088 kg s 2 ^ / * 1 4 mat 3393.0824 kg s 2 ^ / * 3393.0824 kg s 2 ^ / * 3393.0824 kg s 2 ^ / * 3393.0824 kg s 2 ^ / * 1 4 mat 4720.6898 kg s 2 ^ / * 4548.9195 kg s 2 ^ / * 4720.6898 kg s 2 ^ / * 4548.9195 kg s 2 ^ / * 1 4 mat 5 1 sys 6.3017 m * 5.4864 m * 6.3017 m * 5.4864 m * 1 4 mat 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 1 4 mat

and so on...

 6.3017 m * 5.4864 m * 6.3017 m * 1 3 mat 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 362.0747 kg s 2 ^ / * 1 3 mat 965.5326 kg s 2 ^ / * 840.6088 kg s 2 ^ / * 965.5326 kg s 2 ^ / * 1 3 mat 3393.0824 kg s 2 ^ / * 3393.0824 kg s 2 ^ / * 3393.0824 kg s 2 ^ / * 1 3 mat 4720.6898 kg s 2 ^ / * 4548.9195 kg s 2 ^ / * 4720.6898 kg s 2 ^ / * 1 3 mat 5 1 sys 6.3017 m * 5.4864 m * 6.3017 m * 1 3 mat 362.0747 kg s 2 ^ / * 315.2283 kg s 2 ^ / * 362.0747 kg s 2 ^ / * 1 3 mat

and so on...