Universidad Católica Boliviana "San Pablo"

Page 9 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ * = face-of-support 11 - M I L D S T E E L - N O R E D I S T R I B U T I O N ============================================================================== TOP bar extension beyond where required ............ 1.00 mm BOT bar extension beyond where required ............ 8.00 mm NOTES: All distances are from the centerline of left support of each span As REQ - Required area of reinforcement based on ULT and MIN ULT - Calculated area of strength reinforcement. MIN - Calculated area of minimum reinforcement. INI - Calculated area of initial reinforcement. UBC - Calculated area of strength reinforcement for UBC combination. 11.1 - R E Q U I R E D R E B A R 11.1.1 - TOP STEEL <----------------DIFFERENT REBAR CRITERIA-------------- SPAN FROM TO As REQ ( ULT MIN INI UBC (m ) (m ) (mm^2) (mm^2) (mm^2) (mm^2) (mm^2 --1------2-------3-------4-------------5--------------6--------------7--------------8-- 1 0.00 2.85 1537.00 ( 89.02 1537.00 0.00 0.00 1 16.15 19.00 1544.00 ( 1544.00 1537.00 0.00 0.00 2 0.00 1.95 1537.00 ( 755.70 1537.00 0.00 0.00 2 11.05 13.00 1537.00 ( 0.00 1537.00 0.00 0.00 11.1.2 - BOT STEEL <----------------DIFFERENT REBAR CRITERIA-------------- SPAN FROM TO As REQ ( ULT MIN INI UBC (m ) (m ) (mm^2) (mm^2) (mm^2) (mm^2) (mm^2 --1------2-------3-------4-------------5--------------6--------------7--------------8-- 1 4.75 12.35 984.20 ( 675.40 984.20 0.00 0.00 1 17.10 19.00 741.90 ( 0.00 0.00 741.90 0.00 2 0.00 1.30 478.60 ( 0.00 0.00 478.60 0.00 2 4.55 8.45 984.20 ( 0.00 984.20 0.00 0.00 11.4 - P R O V I D E D R E B A R 11.4.1 - STEEL PROVIDED SPAN ID LOCATION FROM QUANTITY SIZE LENGTH AREA (m ) (m ) (mm^2) --1----2-----3---------4---------5-------6--------7----------8--- 1 1 TOP 0.00 2 20 32.00 628.00 1 2 TOP 0.00 3 20 4.90 942.00 1 3 TOP 12.57 3 20 12.86 942.00 2 4 TOP 9.60 3 20 3.40 942.00 1 5 BOT 0.00 2 20 32.00 628.00 1 6 BOT 0.00 2 20 19.30 628.00