DESIGN OUTPUT
SCHEDULE OF BEAMS
Dimension Support Midspan
b (mm) h (mm) Top Bottom Top
B1 200 400 5-16mmØ 3-16mmØ 3-16mmØ
CB 200 400 5-16mmØ 2-16mmØ -------
B2 200 300 3-16mmØ 2-16mmØ 2-16mmØ
FTB 200 400 2-16mmØ 2-16mmØ 2-16mmØ
RB 200 300 3-12mmØ 3-12mmØ 3-12mmØ
SCHEDULE OF COLUMNS
Dimension (mm) Main Bar Ø Lateral Ties
C1 200x400 8-16mm Ø 10mmØ 3@50mm, 1@100mm,
1 @150mm, 200mm Rest
SCHEDULE OF FOOTINGS
Footing Dimension
Bx(mm) Bz(mm) thickness Main Bar Ø
F1 1500 1500 300 8-16mmØ Bothways
F2 1200 1200 300 8-16mmØ Bothways
SCHEDULE OF R. C. SLABS
Short Direction Long Direction
t (mm) Bar Ø Top Bottom Top
S1 100 12mmØ 200mm O.C. 200mm O.C. 200mm O.C.
DESIGN OUTPUT
Midspan
Bottom
5-16mmØ
-------
3-16mmØ
2-16mmØ
3-12mmØ
eral Ties
0mm, 1@100mm,
150mm, 200mm Rest
Depth
1500
1500
Long Direction
Bottom
200mm O.C.