Universidad Católica Boliviana "San Pablo"

Page 5 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ JOINT <5.3.3 REACTIONS (kN) > <- 5.3.4 COLUMN MOMENTS (kNm) -> --1---------------2----------------Lower columns----Upper columns----- 1 0.00 0.00 0.00 2 0.00 0.00 0.00 3 0.00 0.00 0.00 6 - L I V E L O A D M O M E N T S, S H E A R S & R E A C T I O N S ============================================================================== <- 6.1 - L I V E L O A D SPAN MOMENTS (kNm) and SHEAR FORCES (kN) --> <----- left* -----> <--- midspan ---> <---- right* -----> <--SHEAR FORCE--> SPAN max min max min max min left right -1-------2---------3--------4--------5---------6---------7--------8--------9-- 1 -265.21 20.63 289.94 -22.48 -437.97 -65.58 -122.51 138.33 2 -346.09 -154.27 152.13 -70.17 -111.43 51.48 -109.70 84.39 Note: * = Centerline moments <- 6.2 - REACTIONS (kN) -> <-------- 6.3 COLUMN MOMENTS (kNm) --------> <--- LOWER COLUMN ---> <--- UPPER COLUMN ---> JOINT max min max min max min --1-----------2----------3------------4----------5------------6----------7---- 1 122.51 -4.54 10.31 -132.61 10.31 -132.61 2 248.03 95.52 90.29 -44.35 90.29 -44.35 3 84.39 -18.72 55.72 -25.74 55.72 -25.74 Note: Block 6.1 through 6.3 values are maxima of all skipped loading cases 7 - M O M E N T S REDUCED TO FACE-OF-SUPPORT ============================================================================== 7.1 - R E D U C E D DEAD LOAD MOMENTS (kNm) SPAN <- left* -> <- midspan -> <- right* -> --1---------------2-------------3-------------4------------------------------- 1 0.00 0.00 0.00 2 0.00 0.00 0.00 7.2 - R E D U C E D SUPERIMPOSED DEAD LOAD MOMENTS (kNm) SPAN <- left* -> <- midspan -> <- right* -> --1---------------2-------------3-------------4------------------------------- 1 -397.40 506.60 -752.10 2 -594.30 155.20 -77.37 7.3 - R E D U C E D OTHER LOAD MOMENTS (kNm) SPAN <- left* -> <- midspan -> <- right* -> --1---------------2-------------3-------------4------------------------------- 1 0.00 0.00 0.00 2 0.00 0.00 0.00 7.4 - R E D U C E D LIVE LOAD MOMENTS (kNm)