Example: bankruptcy
THE STRUT-AND-TIE MODEL
1 ' 0.85 0.8 170 c c cu f f f ≤ + = e where: e 1 = (e s + 0.002) cot2 a s f cu = the limiting compressive stress a s = the smallest angle between the compressive strut and adjoining tension ties (DEG) e s = the tensile strain in the concrete in the direction of the tension tie (IN/IN)
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