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Pre-edge beam with a rectangular suspension roof of Zhang calculated the radiation

∞ ∞ ∞ ∞ 000 口 ∞ c. nc. c. 00000000000000000000 ● ● ● ● ● ● ● ● _ ● ● 00000000000 beetle 3g Chang Chang Pi beast beast beast beast beast A Huichang g ● ● ● ● ● ● ● ● ● ● ● 000000000000 ∞ ∞ ∞ c. 00 ∞ 0.0g Chang-2 device to send device Blake High g ∞ ∞ 0 ∞ ∞ o. ∞ ● ● _ ● ● ● ● ● ● ● ● 000 ∞ ∞ Nr ■ r ■ garlic American Zhai Xiao Xiao Lu Shan Road Chang-strider strider strider strider = ∞ N ∞ _ 【. 0. 0_ 【≈ q * Group 4 {Bian Yue Bo ● 1 Xuezheng Ting: Pre-sheets with rectangular boundary beam analysis and calculation of radiation suspension roof 0_-_-H ---- _ ------ ' - a __l, a ~ ~ r ... a ~---. . A - a 0 ∞ o. C'-, 1 ∞ In ∞ r-I r-I stars Ying Lan weighing 0. h. . ∞. Lei _0f} _ [. 0. Bu ... H. Lu N_ 【. ∞ ∞ _ [. ∞ 0_ [∞. h0lL ∞. N. c1 Qin. H0. BU 00 ∞. ∞ ∞ ∞ ∞. 0 ∞. N ∞. N_ 【. ∞ _ [. . _ [∞ _ _ 【【eleven ∞. ∞. _ [∞. H ∞. . 00N_ 【∞. f; ∞. 0. ∞ h. . 00_ [. h. _ [. Gan Xi 0. A lL. ∞. . . Device ~. . ∞. ∞ one. . ∞ ∞ _ 【. . _ [I h. . . =. ∞ ∞ NH one. . N_ 【. . ∞ _ [∞. ∞ _ [cellar. {I ∞ = 0. 【= _ 【. N. Bu Qu N0.0 ∞ 【J0N. Qu ∞ - Bow 0 ∞ ∞. ∞ 0h. E = BU _ [. ∞ 0. . ∞ ∞ 0. ∞ ∞ one. h-e = of a high thatch. g9. ∞ leap. I = a. ∞. . . Bu ∽ H:】. . . 【Beast ∞ ∞ j ~. Device. H ∞ r8 = ~. . Pole; = ~ ∞ _ 【~. Spanish fly. . . ∞. _ 【∞. N one. . Z)} N Wang secluded writing sparse group of cone 9 of Lanzhou Railway Volume 2. Japan Association of Steel Construction. Hanging structure. 19753. Building Research. House is too light structure suspended span Selected literature. China Industry Press,[link widoczny dla zalogowanych], 19594. Lu questioning. Suspension structure calculation. Building Industry Publishing House in the store, 1975G. King said Lu. Suspended structure theory of computation. Zhejiang Science and Technology Publishing House,[link widoczny dla zalogowanych],] 9816. Harbin Architectural Engineering. Span steel structure housing. China Building Industry Press, 1985 ■ TheoreticalAnalVSiSofPretensionedRadialCable-SuspendedRoofSystemwithRectangularEdge-Beam. XueZhengtingDept. 0fCivilFngineering) AbsttactThetheoreticalanalysisofpretensioneddouble-layerradialcable-suspendedroofsystemwithrectangularedge-beamismadeinthispaper. Byus-ingtheconditionsofeomPatibilityandequillbrium,[link widoczny dla zalogowanych], governingequationsforthiscable-suspendedroofsystemareobtained. Inaddition, numericalexam-pieisgiven. ItiswelIknownthatgoverningequationsofcablesystemarenotamenabletoadireetsolutionmethodbecauseofnonl_mearcharaeteristies. Therefore, numericalinterativemethodhastobeusedintheexample. Vertialdeflectionoftensionringandthehorizontalcomponentsoftensionforcesinthecablesareobtained. Keyword0Icable-suspendedroof, deformationcompatibilitycondition,[link widoczny dla zalogowanych], equi-librjameonditiOn ● f