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.