The bearing stress on concrete after accounting for all losses due to relaxation of steel, elastic shortening, creep of concrete, slip and seating of anchorage shall not exceed ______

• A. \(0.25\;{f_{ci}}\sqrt {\frac{{{A_{br}}}}{{{A_{pun}}}}} \)or 0.8 fci whichever is smaller
• B. \(\;0.48\;{f_{ci}}\sqrt {\frac{{{A_{br}}}}{{{A_{pun}}}}} \;\;\)or 0.8 fci whichever is smaller
• C. \(0.16\;{f_{ci}}\sqrt {\frac{{{A_{br}}}}{{{A_{pun}}}}} \) or 0.8 fci whichever is smaller
• D. \(0.34{f_{ci}}\sqrt {\frac{{{A_{br}}}}{{{A_{pun}}}}} \)or 0.8 fci whichever is smaller