Essentials in the theory of framed structures . Fig. 203. The stress in U^Le for Case IV, determined by theproportionate method, is _2„ X °^° ^ °^° * °^^^ ^ °^^^ * °^^^ = + 0-333 + + + 0-833 Sec. I SWING BRIDGES 315 The stress for Case IV, determined by the exact method, is— 241. 196. Moment about La.—The influence lines are shown in H ^ ^5 -S .6 j s 9 ^1° U. Fig. 204. The stress in UiUz for Case IV, determined by theproportionate method, is o ^, — 208 X = —170 100 3i6 THEORY OF FRAMED STRUCTURES Chap. VIII The stress for Case IV, determined by the exact method, is—
Essentials in the theory of framed structures . Fig. 203. The stress in U^Le for Case IV, determined by theproportionate method, is _2„ X °^° ^ °^° * °^^^ ^ °^^^ * °^^^ = + 0-333 + + + 0-833 Sec. I SWING BRIDGES 315 The stress for Case IV, determined by the exact method, is— 241. 196. Moment about La.—The influence lines are shown in H ^ ^5 -S .6 j s 9 ^1° U. Fig. 204. The stress in UiUz for Case IV, determined by theproportionate method, is o ^, — 208 X = —170 100 3i6 THEORY OF FRAMED STRUCTURES Chap. VIII The stress for Case IV, determined by the exact method, is— Moment about L4.—The influence lines are shown in U, Uj Uj U4 Us Us Ut Ub U9 Ui9 Uii
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Keywords: ., bookcentury1900, bookdecade1920, booksubjectstructu, bookyear1922
