Some Mooted Questions in Reinforced Concrete Design - American Society of Civil Engineers, Transactions, Paper - No. 1169, Volume LXX, Dec. 1910 by Edward Godfrey
page 44 of 176 (25%)
page 44 of 176 (25%)
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_x_{II}_ = the distance from the center of the steel to the outer
fiber, and _S_{II}_ = the strength of the steel in tension. Then for a beam, 12 in. wide, 2 _d_ _d_ _S_ = _a_ _S_ ( ----- - _x_ ) , II 2 II or 2 _d_ _S_ _a_ = --------------------- . _d_ _S_ ( ----- - _x_ ) II 2 II Carrying this to its conclusion, we have, for example, in a beam 12 in. deep and 12 in. wide, _S_ = 500, _S_{II}_ = 15,000, _x_{II}_ = 2-1/2 in. _a_ = 1.37 sq. in. per ft. The writer has used this formula very extensively, in calculating new work and also in checking other designs built or to be built, and he believes its results are absolutely safe. There is the further fact to |
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