Statically indeterminate stresses in stiff framed structures . .153 .169 .189 .199 .216 .8 .0718 .080 .090 .096 .104 .9 .019 .021 .024 .025 .028 UniformLoed. 0 .417 0 .438 0 .464 0 .479 0 .500 80. TABLE XII. Position of points of Contraflexure for Different Values of k snd n. Position ii l Velues of n, terms of h, k 1 - 2 5 10 CO .0 .571 .539 .517 • 509 • 500 .10 .531 .510 .497 .494 .490 .20 .485 .473 .466 .465 .464 .30 . .442 .433 .428 .426 .426 In .40 .395 .386 .384 .383 .381 uo .50 .344 .339 .337 .334 .333 AD. .60 .291 .288 .285 .283 .281 .70 .233 .230 .228 .227 .225 .80 .167 .165 .1
Statically indeterminate stresses in stiff framed structures . .153 .169 .189 .199 .216 .8 .0718 .080 .090 .096 .104 .9 .019 .021 .024 .025 .028 UniformLoed. 0 .417 0 .438 0 .464 0 .479 0 .500 80. TABLE XII. Position of points of Contraflexure for Different Values of k snd n. Position ii l Velues of n, terms of h, k 1 - 2 5 10 CO .0 .571 .539 .517 • 509 • 500 .10 .531 .510 .497 .494 .490 .20 .485 .473 .466 .465 .464 .30 . .442 .433 .428 .426 .426 In .40 .395 .386 .384 .383 .381 uo .50 .344 .339 .337 .334 .333 AD. .60 .291 .288 .285 .283 .281 .70 .233 .230 .228 .227 .225 .80 .167 .165 .164 .163 .1625 .90 .091 .090 .089 .089 .089 .000 .000 .000 .000 .000 UniformLoad. .0 , .571 .539 .517 .509 .500 .10 .579 .544 .520 .511 .500 .20 .586 .550 .522 .513 .500 .30 .593 .554 .525 .513 .500 In .40 .600 .558 .528 .514 .500 uoiumn .50 .602 .562 .529 .515 .500 BC. .60 .606 .564 .530 .516 .500 .70 .614 . 567 . 530 . 517 . 500 .80 .615 .569 .530 .517 .500 .90 .619 .571 .532 .518 .500 UniformLoad. . . . . .
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1915
