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Dr. Mohammed E. Haque, P.E. Bar Dia (inch) = Bar No. / 8
people.tamu.eduDr. Mohammed E. Haque, P.E. Table_Haque_Reinf_Concrete Page 4 of 14 Formula: T- Beam (For positive moment; flange is in compression) b y y 1 3 f c’ f y b w d 200 f w d A s min = larger of f c’, f y are in psi b w, d, h f are in inch 0.638 f y 87000 (d) 87000 + fh β 1 f A f c’ h f b + b w 1 s max =
Common Retaining Walls - About people.tamu.edu
people.tamu.eduDr. Mohammed E. Haque, P.E. Retaining Walls Page 1 Common Retaining Walls Buttress Toe Heel Gravity or Semi-gravity Retaining wall Toe Heel Cantilever Retaining wall