Statically indeterminate stresses in stiff framed structures . ues of n. k .5 1 2 5 10 .6 .3580 .3328 .3042 • 2708 • 2540 • 2320 .7 .2659 • 2454 .2220 .1950 .1810 • 1635 Ha .8 .1760 .1616 .1452 .1263 .1165 .1040 Q• •/ OA7A hoop D71 7 • Will HAT Q • UO / u • 0505 .0 0 0 0 0 0 UniformLoad. .4688 • 4500 • 4286 .4022 .3920 .3750 0 1. O .1 . 9214 .9342 . 9488 .9657 • 9745 • 9ooo .2 .8360 .8576 .8821 .9110 .9252 ^ a a r\ • 9440 .3 .7446 .7714 .8020 .8370 .8550 • 8765 • 4 .6480 .6768 .7095 .7480 . 7670 . . . . .6440. 5292 . .6875• 5680 .7
Statically indeterminate stresses in stiff framed structures . ues of n. k .5 1 2 5 10 .6 .3580 .3328 .3042 • 2708 • 2540 • 2320 .7 .2659 • 2454 .2220 .1950 .1810 • 1635 Ha .8 .1760 .1616 .1452 .1263 .1165 .1040 Q• •/ OA7A hoop D71 7 • Will HAT Q • UO / u • 0505 .0 0 0 0 0 0 UniformLoad. .4688 • 4500 • 4286 .4022 .3920 .3750 0 1. O .1 . 9214 .9342 . 9488 .9657 • 9745 • 9ooo .2 .8360 .8576 .8821 .9110 .9252 ^ a a r\ • 9440 .3 .7446 .7714 .8020 .8370 .8550 • 8765 • 4 .6480 .6768 .7095 .7480 . 7670 . . . . .6440. 5292 . .6875• 5680 .7 .3341 .3546 .3780 .4050 .4190 • 4£ot> .8 .2240 .2384 .2548 .2737 .2835 • £960 . 9 . 1124 • *X> *X> *C • 1198 .1283 . 1381 • JL \J \J JL -1430 • 1490 .0 0 0 0 0 0 UniformLoad. .5312 .5500 .5714 .5978 .6080 .6250 The data in Table IX are plotted as influence lines in Diagram II. This diagram shows that a variation of n from ?§- to o° has comparatively little influence on the moment or reaction.
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Keywords: ., bookcentury1900, bookdecade1910, booksubjecttheses, bookyear1915
