An Investigation of the Load-deformation Characteristics of Reinforced Concrete Beams Up to the Point of Failure |
Contents
9 | 7 |
DERIVATION OF EXPRESSIONS FOR CRITICAL MOMENTS | 14 |
At Yield Point | 26 |
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Common terms and phrases
0.003 Angle Change 0.6 Concrete Strain 20 10 X-Theoretical 4.0 Tension Steel 9 10 Load-Point Applied Load Attained in Tests Average Ratio Beam at Mid-Span Beam Data q Beam in Radians beams reinforced Beams with Tension C2xm C3xm C3yna C3ynb C5yn C6xm Change at Mid-Span Clamp-on compression reinforcement concrete strength CURVES in Kips Deflection in Inches Deflection of Mid-Span Inches APP Inches Beam Data Kips 50 Load in Kips Load to Maximum LOAD-DEFLECTION CURVES Load-Point Deflection LOAD-RATIO Maximum Load Attained maximum load-carrying capacity Maximum Moment Attained Mid-Span Beam Data Mid-Span Deflection Mid-Span in Percent Mid-Span of Beam Mid-Span with Respect Points in Inches Ratio of Applied reinforced in tension shear stirrups Strain at Mid-Span Strain on Top stress-strain curve T1Mb T2La T2Lb T3Ma T4La T4Lb tension and compression tension reinforcement Tension Steel Strain theoretical values Top of Beam Total 50 Washington 25 yield point