REINFORCEMENT TABLES/CHARTS ( Following info are included in Super Civil CD )
1	STEEL % FOR SINGLY RCC SECTIONS FOR M20 GRADE & FY = 250/415
2	STEEL % FOR SINGLY RCC SECTIONS FOR M25 GRADE & FY = 250/415
3	STEEL % FOR SINGLY RCC SECTIONS FOR M30 GRADE & FY = 250/415
4	STEEL % FOR DOUBLY RCC SECTIONS FOR M20 GRADE & FY = 415
5	STEEL % FOR DOUBLY RCC SECTIONS FOR M25 GRADE & FY = 415
6	STEEL % FOR DOUBLY RCC SECTIONS FOR M30 GRADE & FY = 415
7	LIMITING MOMENT OF RESISTANCE FACTOR MULim/bwd2Fck FOR TEE BEAMS
8	COLUMN UNDER AXIAL COMPRESSION
9	COLUMN UNDER COMPRESSION & BM, d'/d = 0.05 & EQUAL STEEL  ON 2 SIDES.
10	COLUMN UNDER COMPRESSION & BM, d'/d = 0.10 & EQUAL STEEL  ON 2 SIDES.
11	COLUMN UNDER COMPRESSION & BM, d'/d = 0.15 & EQUAL STEEL  ON 2 SIDES.
12	COLUMN UNDER COMPRESSION & BM, d'/d = 0.20 & EQUAL STEEL  ON 2 SIDES.
13	COLUMN UNDER COMPRESSION & BM, d'/d = 0.05 & EQUAL STEEL  ON 4 SIDES.
14	COLUMN UNDER COMPRESSION & BM, d'/d = 0.10 & EQUAL STEEL  ON 4 SIDES.
15	COLUMN UNDER COMPRESSION & BM, d'/d = 0.15 & EQUAL STEEL  ON 4 SIDES.
16	COLUMN UNDER COMPRESSION & BM, d'/d = 0.20 & EQUAL STEEL  ON 4 SIDES.
17	CIRCULAR COLUMN UNDER COMPRESSION & BM, d'/d = 0.05
18	CIRCULAR COLUMN UNDER COMPRESSION & BM, d'/d = 0.10
19	CIRCULAR COLUMN UNDER COMPRESSION & BM, d'/d = 0.15
20	CIRCULAR COLUMN UNDER COMPRESSION & BM, d'/d = 0.20
21	VALUES OF PUZ FOR COMPRESSION MEMBERS
22	BIAXIAL BENDING IN COMPRESSION MEMBERS
23	COLUMN UNDER TENSION & BM, d'/d = 0.05 & EQUAL STEEL  ON 4 SIDES.
24	COLUMN UNDER TENSION & BM, d'/d = 0.10 & EQUAL STEEL  ON 4 SIDES.
25	COLUMN UNDER TENSION & BM, d'/d = 0.15 & EQUAL STEEL  ON 4 SIDES.
26	COLUMN UNDER TENSION & BM, d'/d = 0.20 & EQUAL STEEL  ON 4 SIDES.