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Source: CIVIL ENGINEERING FORMULAS CHAPTER 5 …
lequangdang.nettype of beam includes slabs, for which the beam width b equals 12 in (305 mm) when the moment and shear are expressed per foot (m) of width. The stresses in the con-crete and steel are, using working-stress design formulas, f c 2M kjbd2 f s …
Chapter 9: Column Analysis and Design
academic.csuohio.eduColumn design formulas generally assume a condition in which both ends are pinned. • When other conditions exist, the load-carrying capacity is increased or decreased and the allowable compressive stress is increased or decreased. • A factor K is used as a multiplier for converting the actual column length to an