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Width of the compression face of the member b = 10000.0 Characteristic Compressive Strength f ' c = 45.0 Area of prestressing steel A ps = 16520.0 Specified tensile strength of prestressing steel f pu = 1860.0

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Page 1: Date Intitiale-Ultimate Bending Moment Capacity

Width of the compression face of the member b = 10000.0Characteristic Compressive Strength f 'c = 45.0

Area of prestressing steel Aps = 16520.0

Specified tensile strength of prestressing steel fpu = 1860.0

Page 2: Date Intitiale-Ultimate Bending Moment Capacity

mmN/mm 2

mm 2

N/mm 2


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