Design Of Reinforced Concrete Beam As Per IS - 456-2000
( Actual program is available in
Super Civil CD )
BEAM DESIGNATION
LHS HOGGING BENDING MOMENT [T-M] {without load factor}
LHS SAGGING BENDING MOMENT [T-M] {without load factor}
RHS HOGGING BENDING MOMENT [T-M] {without load factor}
RHS SAGGING BENDING MOMENT [T-M] {without load factor}
MID SPAN SAGGING MOMENT [T-M] {without load factor}
MID SPAN HOGGING MOMENT [T-M] {without load factor}
LHS SHEAR FORCE [TONS] {without load factor}
RHS SHEAR FORCE [TONS] {without load factor}
AXIAL LOAD [TONS] {without load factor}
INPUT LOAD FACTOR
WIDTH [MMS]
DEPTH [MMS]
SPAN OF BEAM [M]
EFFECTIVE LENGTH OF COMPRESSION FLANGE [M]
SELECT CONCRETE GRADE
M20
M25
M30
M35
M40
SELECT DIA OF BARS FOR BOTTOM STEEL
8 MM
10 MM
12 MM
16 MM
20 MM
25 MM
28 MM
32 MM
36 MM
40 MM
SELECT DIA OF BARS FOR TOP STEEL AT SUPPORTS
8 MM
10 MM
12 MM
16 MM
20 MM
25 MM
28 MM
32 MM
36 MM
40 MM
SELECT DIA OF BARS FOR TOP STEEL AT MID SPAN
8 MM
10 MM
12 MM
16 MM
20 MM
25 MM
28 MM
32 MM
36 MM
40 MM
SELECT DIA OF LINK
8 MM
10 MM
12 MM
16 MM
20 MM
SELECT NATURE OF BEAM
SIMPLY SUPPORTED
CONTINEOUS
CANTILEVER
SELECT EXPOSURE CONDITION
MILD
MODERATE
SEVERE
VERY SEVERE
E X T R E M E
SELECT FIRE RESISTANCE (RATING)
0.50 Hour.
1.0 Hour.
1.50 Hour.
2 Hour.
3 Hour.
4 Hour.
% REDISTRIBUTION OF END MOMENTS
** NIL **
-30%
-15%
+15%
+30%