Universidad Católica Boliviana "San Pablo"

Page 8 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ 9.7 - POST-TENSIONING B A L A N C E D M O M E N T S, SHEARS & REACTIONS 9.7.1 - Span Moments and Shears <-- S P A N M O M E N T S (kNm ) --> <-- SPAN SHEARS (kN) --> SPAN left* midspan right* SH(l) SH(r) --1---------2--------------3--------------4---------------5----------6------ 1 207.50 -356.10 384.00 1.18 1.18 2 316.60 -163.70 69.66 3.92 3.92 Note: * = face-of-support 9.7.2 - Column Moments and Reactions <--REACTIONS (kN)--> <-- COLUMN MOMENTS (kNm ) --> -joint------------2-----------------Lower columns-----Upper columns----- 1 -1.185 103.900 103.900 2 -2.734 -32.940 -32.940 3 3.919 -34.250 -34.250 10 - F A C T O R E D M O M E N T S & R E A C T I O N S ============================================================================== Envelope of user defined strength load combinations 10.1 - FACTORED DESIGN MOMENTS (kNm) --- NOT REDISTRIBUTED <----- left* ------> <---- center ------> <----- right* -----> SPAN max min max min max min -1----------2----------3-----------4----------5-----------6----------7----- 1 -636.04 -238.65 1268.36 768.55 -1352.18 -819.57 2 -1096.94 -799.02 523.57 167.94 -161.92 50.21 Note: * = face-of-support 10.2 - FACTORED REACTIONS 10.3 FACTORED COLUMN MOMENTS (kNm) (kN) <-- LOWER column --> <-- UPPER column --> JOINT max min max min max min -1----------2----------3-----------4----------5-----------6----------7----- 1 462.89 259.64 -157.52 -386.18 -157.52 -386.18 2 957.83 713.86 215.92 0.50 215.92 0.50 3 288.22 123.25 123.03 -7.31 123.03 -7.31 10.4 - SECONDARY MOMENTS (kNm) SPAN <-- left* --> <- midspan -> <-- right* --> -1-----------2----------------3----------------4-------- 1 207.40 196.60 185.70 2 118.30 93.97 69.68 Note: