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This document discusses shear stresses and shear centers in beams. It begins by introducing shear stresses that result from lateral loads, in addition to bending stresses. Shear stresses are determined for thin-walled open cross sections like I-beams. Maximum shear stresses occur at the neutral axis. The location of the shear center is defined, which is where the line of action of the shear stresses passes through. Methods for calculating shear stresses and locating the shear center are presented for specif

Author

Nithesh Sham

Language

EN