This preview has intentionally blurred sections. Sign up to view the full version.View Full Document
Unformatted text preview: 3 (lb/ft 3 ) Compressive Strength of Cylindrical Concrete Specimens (No. 16) where f’c = compressive strength, MPa (psi) P max = maximum applied load, N (lb) A = cross-sectional area, mm 2 (in. 2 ) Flexural Strength of Concrete (No. 17) where R = modulus of rupture, MPa (psi) M = maximum bending moment, N ∙ mm (lb.in.) c = d/2, mm (in.) I = moment of inertia = , mm 4 (in. 4 ) P = maximum load, N (lb) L = span length, mm (in.) b = average width, mm (in.) d = average depth, mm (in.)...
View Full Document
This note was uploaded on 11/17/2011 for the course ENGINEERIN 1 taught by Professor Cag during the Spring '08 term at Rowan.
- Spring '08