Ly related for the deformation of your key beam.Therefore, k is as follows: whereWherek = k1 /k2 ,/ ,(2)(2)12 32 9 144 81 81 36 9 108 36 108 36 28 432 432 216 432 216 216 216 432 108 432 108 432 276 45 276 45 432 432 288 1440 216 72 288 . 216 It might be approximated that the length of every single Ganoderic acid N Epigenetics hanger is equal to that of your hanger It can be approximated that the length of each hanger is equal to that on the hanger to become replaced when the length from the hanger has tiny difference; as a result, and is often to be replaced when the length on the hanger has small difference; hence, k1 and k2 may be expressed as follows:expressed as follows:3 k1 =48 b I2 48EAE b 2EAS3 3Eb,Ib L , +(3) (four)(3) (4)3 two =7 A2 S6 + 108EAE I LS36 36E2 I two L2 , 108 k 7E2 + b, b b b2.2. Calculation of Hanger Removal Process2.two. Calculation of Hanger Removal ProcessThe hanger and some beam segments replaced can be taken taken out as shown inside the hanger and some beam segments to beto be replaced can beout as shown in Figure44in the method of hanger removal. The upper finish in the hanger could be fixed in the fixed at Figure inside the procedure of hanger removal. The upper finish in the hanger can be the archand the reduced end is connected to the pocket the pocket hanging tensioning program, arch rib, rib, and the reduced end is connected to hanging tensioning method, which which incorporates a hold thehold the cross beam, whilebeam takesbeam takes the beam section contains a jack to jack to cross beam, although the principle the key the beam section bebetween the sectionsCofand and Cboth sides of the on the hanger to be replaced. The strain on tween the sections of L CL CR on R on each sides hanger to be replaced. The tension around the main beam segment is shown in Figure five, which is subject towards the of your hanger the principle beam segment is shown in Figure five, which can be subject to the force F force F of the hanger to become replaced plus the pocket hanging hanger T, the shear shear force Q in the of to become replaced plus the pocket hanging hanger forceforce T, the force Q at the sections sections of CL and C , , as well as the resultant force G on the pocket hanging system as well as the dead CL and CRRand the resultant force G in the pocket hanging technique weight weight plus the dead Appl. Sci. 2021, 11, x FOR PEER Critique six of 17 weight from the principal beam section. Next, the hanger removal process might be calculated take this beam section as an instance.Figure 4. Schematic diagram with the hanger and a part of beam segment to be replaced. Figure four. Schematic diagram on the hanger and a part of beam segment to be replaced.Appl. Sci. 2021, 11,6 ofFigure four. Schematic diagram of the hanger and part of beam segment to become replaced.Figure 5. Beam section force diagram through hanger removal. Figure 5. Beam section force diagram for the duration of hanger removal.2.two.1. Bopindolol manufacturer initial State two.two.1. Initial State The initial state is the completed bridge state of half-through arches with a suspended The initial state is definitely the finished bridge state of half-through arches with a suspended deck by cable hangers before the hanger replacement: deck by cable hangers prior to the hanger replacement: g (a) Old hanger: elastic modulus for E, cross section location of A , and cable length L. (a) Old hanger: elastic modulus for , cross section location of , 0 and cable length . (b) Pocket hanging hanger: elastic modulus for E , cross section area of A , cable (b) Pocket han.
