Illinois Society of Architects · Chicago · leaf 244
condition representative ofbeams with a medium amount of reinforce-ment under ordinary loading, the expres-sion for k is: k=. 11Tl pn + 141121 p-n- 1211 pn, .(3) When a slight load is applied, qthe expression becomes: 0 and 4 k=\/2pn -\- p2ii2 pn. .(4) This equation is also the equation for… … Ratio of Reinforcement Fig. 2 gives the proportional depth ofthe neutral axis for various values of p,considering that q = 14. It gives a con-venient method of finding k and may beused for many purposes without materialerror. The value of n may be taken as fol-lows in well-made limestone concrete…
Architecture · Building · Architects
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
