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DESIGN FOR AXIAL COMPRESSION



When determining the capacity of a masonry wall element in compression, the compression reinforcement in the element will be neglected since its contribution is not significant. Only tied compression reinforcement, such as in a column or pilaster will be considered effective. The axial stress in a masonry wall, fa, is found as follows:

f_a = P/A_e (psi)

Where: P = The axial load, lbs.
A_e = The area of the element effective in compression
To Determine effective area under compression Click Here.

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