Analysis & Design of RCC shear walls in the model using ETABS

longitudnal R/F required for base=13128mm2

28 no of bar 25 dia spacing 115mm

longitudnal bar provide for ground floor=8273

18 no of bar 25mm dia with 187mm spacing

longitudnal bar provide for first floor=4896

16no of bar 20mm dia with 214mm spacing

longitudnal bar provide for second floor=2577

14 no of bar 16 dia with 250 spacing

longitudnal bar provide for third floor=2154

12 no of bar 16 dia with 300mm spacing

longitudnal bar provide for fourth floor=2122

12 no of bar 16 dia with 300mm spacing

longitudnal bar provide for fifth floor=2150

12 no of bar 16 dia with 300mm spacing

shear R/F for every floor is requred is 750mm2

16 no of bar 8mm dia with spacing 428mm

boundary zone widtd for base is bottom face =600mm and top face is 450mm

for other all story 450 mm for base and 300mm for top face