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For most design situations the assumption is 0 tensile strength. However, the modulus of rupture (also known as the tensile stress at failure due to bending) is around 190 psi for 4000 psi concrete.

2006-12-01 13:23:03 · answer #1 · answered by MrWiz 4 · 0 0

it is around one tenth of the compressive strength

You may find the equation for spilliting tensile strength interms of compressive strentgh from ACI code.

2006-12-01 13:35:18 · answer #2 · answered by vthamarai99 2 · 0 0

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