The Economic Design of Rectangular Reinforced Concrete Sections |
Contents
SCOPE | 1 |
SUMMARY OF ANALYSIS | 7 |
THE PRESENT STUDY IN RELATION TO EXISTING WORKS | 34 |
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A₁ applied load areas of reinforcement bdt Pm bending and compression Bending and Direct bending and tension cbn₁2d cent respectively centroid compression reinforcement compressive load compressive stress Considering moments design of rectangular df(n diagram Direct Stress e₁ ECCENTRICITIES EMBEDMENT ECCENTRICITY RATIOS FIG economic design equal reinforcement equation 12 factors of safety heavy reinforcement high-stress concrete independent term Influence Lines light reinforcement LIMITING STRESSES load moves maximum permissible stresses maximum stress mc mc methods of design moment distribution n₁)² neutral axis PERCENTAGE REINFORCEMENT 300 percentages of reinforcement PITMAN PITMAN PRESS R.H.S. of load Reinforced Concrete Design reinforced concrete sections reinforcement required Rib Shortening simple bending Simultaneous Equations SIR ISAAC PITMAN special economic solution steel and concrete STEEL STRESS CRITERION tensile reinforcement tensile stress tension and bending Trial-and-error methods tricities u₁ value of n₁ x₁ x₁)² δε δε δε δν