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HI DESCRIPTION OF TEST SPECIMENS MATERIALS
Fabrication and Curing
5 other sections not shown
03 04 Concrete 04 Concrete Strain 6.0 Tension Steel Angle Change Beam at Mid-Span Beam Data q Beam in Radians beams failing beams reinforced beams with tension Btom Data capacity of beams Change at Mid-Span CM CM CM compression reinforcement compression steel computed concrete crushes concrete strength cracking D. C. ATTN Deflection in Inches Deflection of Mid-Span deformed bars distribution of curvature Dtfltctlon in Inehtt Dtfltetlon fail initially Inches APR FIG Inches Beam Data Inehtt APR FIG LOAD-DEFLECTION CURVES Load-Point Deflection LOAD-RATIO maximum load-carrying capacity Mid-Span Deflection Mid-Span Dtfltotion Mid-Span in Percent Mid-Span of Beam Mid-Span with Respect Percent 06 Point Deflection Points in Inches reinforced in tension Reinforcing Index shown in Fig stirrups Strain at Mid-Span strain gage Strain on Top stress-strain curve tension and compression tension reinforcement Tension Steel Strain theoretical values TO*T Top of Beam U.S. Air Force ultimate concrete strain yield point