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5Oq) J2) plant ----------] 【-. . . --. . . . -. . . . . . . . . One. J {1209 {-------·- a ------------',[link widoczny dla zalogowanych]。 - 'Figure 6. ] 6 flat head shape and the calculation shows the calculation of moments: moments at the fulcrum of two three-span continuous beam calculations,[link widoczny dla zalogowanych], the calculated results are listed in Table 6.25 ~ 6.27 625 trailer coupling in the table with the normal bending moment l lI Wang parallel to the direction of 12.396.1O a ten O2OS · 92320 and 020 normal vertical + u. 10 +19.52 +38.9438.941959 lO. 24 Note: save the width b = 3.20m Table 6.25 by the fixed-load and load generated by the crowd moments, and load status r_ ... a \ 1 ~ - a r - r_-a - f one by one - Ping-1__IJ_] n0f. 1I-line method IfJllJ line duck TIzs0,[link widoczny dla zalogowanych],) 3 -】 126. ] 9123.0 square jI to lIJ total l = {. 980.58 j1-32 {. · 8l a 23.5. * 67 * 626 CONTINUED moment to cook (I · m / m) l \ load state ① b ② frrr1 down & ① b ② c05.519.8O5.510 normal straight set D nrrn side ab ② c9.82. {54.90Z. {459.8 to total 9.803.06. 903.06g. Moment amidships Table 6.27 results, \ \ \ b ① ② \ \ left right left right-disk Right Level I fixed + 20.98 +0.58 +1.320.6823.50 people pile head moment 12.396 line method .10 + O. 20l +0205.9212.0 {line together 20.9833.37572 +1.52 l +1.526.6035.5 {23.50 down ten people 9.803.064.903.06980 fixed straight +0.10 + 19.52 +38.94 l38.9419.590.2 {method line 9.809.7016.4634.04l43.8422.6510.049.80 Total pile head moment reinforcement calculation: calculation of the above bending the reinforcement , the calculated results are listed in Table 6.2:8 6.2:8 reinforcement results in table aims to effect a high degree of bending effective width reinforcement P1/LI/LsM/M2d (cm) b (cm) As (cm / m) (kg / cm) (kg / cm) for a flat pivot 361.00151387D19 line 7.5X10 '15 .013910.193270 Law Line across the 71901O020cm 14.33 2 {0.6610925 vertical cantilever fulcrum 1.22181695D19 direct cross- 23】 [link widoczny dla zalogowanych] '15 .013910.6410886 in a normal cantilever 1.330.28 102 {385. The upper structure of the trestle bridge superstructure design,[link widoczny dla zalogowanych], please refer to Chapter 5. 6-8-2 structure of the bridge pipe bridge is shown in Figure 6. 】 7 below. * 68 * bracing Figure 6. \.18 6.Z9 pipeline bridge section shown in the table the results of the load control components for bending stress intensity of axial force (kg / cm) the amount of deflection system of the state (t · m) (t) have allowed (cm) when the usual chord 609.6 × 12.7.450212.712081328 main chord turmoil 609.6 × 12.76.672257.51516175O1】 hand-.6 CM Results of a chi c <, when the normal structure bracing 318.5 × 10.30. 56Z77.1064l ∞ 0 bracing usually when 216.3 × 8.20.25942.01176】 400.69 * b}, the Lanzhou; inch Fortunately, ten ten ten ten per + fortune fighting drug book on the soil on the SG liTTTIT jj lamb hood III {I open eyes good berthing pier mooring RD) (mooring pier mooring arrangement Tian Zhuang MD VII) (pile layout field) translated from the Journal of <Engineering Construction} February 1987 Translation No. celebrate the school list lO finalized in January 1997 to drink at 71 * 619 Chart