ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBWBXBYBZCACBCCCDCECFCGCHCICJCKCLCMCNCOCPCQCRCSCTCUCV
1
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (SP-16 EXP.5 ON P-99)
1.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (SP-16 EXP.6 ON P-103 )
2.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (SP-16 EXP. 8 ON P-105 )
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (SP-16 EXP. 9 ON P-106 )
4.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (K. S. EXP. 9.6.1 P-879 )
5.00
MAGIC PROGRAM FOR RCC ECTANGULAR COLUMN DESIGN (K. S. EXP. 9 .6.2 ON P-879 )
6.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (K.& S. EXP. 9.6.3 ON P-881 )
7.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (K. & S. EXP. 9.6.4 ON P-882 )
8.00
MAGIC PROGRAM FOR RCC RECTANGULAR COLUMN DESIGN (K. & S. EXP. 9.8.1 ON P-894 )
9.00
2
3
Fck=25.00N/MM224.69Fck=25.00N/MM225.00Fck=15.00
N/MM2
14.81Fck=30.00
N/MM2
16.00Fck=15.00N/MM215.00Fck=15.00N/MM24.68Fck=15.00N/MM212.75Fck=20.00N/MM213.80Fck=15.00N/MM210.95
4
Y
5
Fy=500.00N/MM2Fy=415.00N/MM2Fy=415.00
N/MM2
Fy=415.00
N/MM2
Fy=250.00N/MM2Fy=415.00N/MM2Fy=250.00N/MM2Fy=415.00N/MM2Fy=415.00N/MM2
6
7
K
LP=3000.00KN675.00 P=2500.00KN506.25 P=1600.00KN360.00 P=1500.00KN625.00 P=1410.00KN270.00 P=300.00KN213.75 P=1300.00KN340.00 P=500.00KN161.00 P=340.00KN103.50
8
9
2ey
Mx=0.00KNM90.00
*less than min eccentricity*
Mx=200.00KNM80.00 Mx=120.00KNM75.00 Mx=15.00KNM90.00
*less than min eccentricity*
Mx=0.00KNM28.20
*less than min eccentricity*
Mx=75.00KNM250.00
*less than min eccentricity*
Mx=60.00KNM46.15 Mx=70.00KNM140.00
*less than min eccentricity*
Mx=30.00KNM88.24
*less than min eccentricity*
10
A
EBG
11
My=0.00KNM67.50
*less than min eccentricity*
My=0.00KNM56.25
*less than min eccentricity*
My=90.00KNM56.25 My=10.00KNM97.50
*less than min eccentricity*
My=0.00KNM42.30
*less than min eccentricity*
My=0.00KNM11.25
*less than min eccentricity*
My=0.00KNM67.17
*less than min eccentricity*
My=0.00KNM10.00
*less than min eccentricity*
My=18.00KNM52.94
*less than min eccentricity*
12
I
J
13
Bx1=600.00MMBx1=450.00MMBx1=600.00MMBx1=400.00MMBx1=300.00MMBx1=380.00MMBx1=680.00MMBx1=350.00MMBx1=300.00MM
14
X
CGX
15
Dy1=450.00MMDy1=450.00MMDy1=400.00MMDy1=300.00MMDy1=600.00MMDy1=300.00MMDy1=230.00MMDy1=230.00MMDy1=230.00MM
16
17
C
DHL0.00MML0.00MML0.00MML7000.00MML0.00MML4500.00MML4000.00MML4150.00MML0.00MM
18
F 2ex
19
LeffX0.00MMLeffX0.00MM
LeffX
0.00MMLeffX6000.00MMLeffX0.00MMLeffX4500.00MMLeffX4000.00MMLeffX2698.00MMLeffX0.00MM
20
Bx=
AB OR CD
Y
21
Dy=
AC OR BD
LeffY0.00MMLeffY0.00MM
LeffY
0.00MMLeffY5000.00MMLeffY0.00MMLeffY4500.00MMLeffY4000.00MMLeffY2698.00MMLeffY0.00MM
22
CG=
ORIGINAL CG
23
CG(new)=
NEW CGSRX0.000.0012.00SRX0.000.0012.00SRX0.000.0012.00SRX15.0015.0012.00SRX0.000.0012.00SRX11.8411.8412.00SRX5.885.8812.00SRX7.717.7112.00SRX0.000.0012.00
24
YF OF YE =
ex
25
XI OR XJ=
eySRY0.000.0012.00SRY0.000.0012.00SRY0.000.0012.00SRY16.6716.6712.00SRY0.000.0012.00SRY15.0015.0012.00SRY17.3917.3912.00SRY11.7311.7312.00SRY0.000.0012.00
26
DH=2ex
27
AK=2eyBx=600.00MM1.00Bx=450.00MM1.00Bx=600.00MM1.00Bx=500.00MM1.25Bx=300.00MM1.00Bx=380.00MM1.00Bx=680.00MM1.00Bx=350.00MM1.00Bx=300.00MM1.00
28
A1=
ORIGINAL AREA i.e. Enclosed By ABCD
29
A2=
NEW AREA i.e. Enclosed by KLCH
Dy=450.00MM1.00Dy=450.00MM1.00Dy=400.00MM1.00Dy=416.67MM1.39Dy=600.00MM1.00Dy=375.00MM1.25Dy=333.33MM1.45Dy=230.00MM1.00Dy=230.00MM1.00
30
A2-A1 =
KLCH-ABCD i.e. BLANK AREA SHOWN IN FIG.
31
ex1=0MMex1=80MMex1=75MMex1=10MMex1=0MMex1=250MMex1=46.15384615MMex1=140MMex1=88.23529412MM
32
33
ey1=0MMey1=0MMey1=56.25MMey1=6.666666667MMey1=0MMey1=0MMey1=0MMey1=0MMey1=52.94117647MM
34
35
ex2=0MMex2=0MMex2=0MMex2=50MMex2=0MMex2=0MMex2=0MMex2=0MMex2=0MM
36
37
ey2=0MMey2=0MMey2=0MMey2=58.33333333MMey2=0MMey2=37.5MMey2=51.66666667MMey2=0MMey2=0MM
38
39
ex=30.00MM0.0030.0020.0020.0020.00ex=80.00MM80.0022.5020.0015.0020.00ex=75.00MM75.0030.0020.0020.00ex=60.00MM60.0025.0020.0027.33ex=20.00MM0.0015.0020.0010.00ex=250.00MM250.0019.0020.0021.67ex=46.15MM46.1534.0020.0030.67ex=140.00MM140.0017.5020.0019.97ex=88.24MM88.2415.0020.0010.00
40
41
ey=22.50MM0.0022.5020.0015.0020.00ey=22.50MM0.0022.5020.0015.0020.00ey=56.25MM56.2520.0020.0013.33ey=65.00MM65.0020.8320.0024.00ey=30.00MM0.0030.0020.0020.00ey=37.50MM37.5018.7520.0019.00ey=51.67MM51.6716.6720.0015.67ey=20.00MM0.0011.5020.0015.97ey=52.94MM52.9411.5020.007.67
42
43
A1=270000.00MM2A1=202500.00MM2A1=240000.00MM2A1=208333.33MM2A1=180000.00MM2A1=142500.00MM2A1=226666.67MM2A1=80500.00MM2A1=69000.00MM2
44
45
A2=326700.00MM2A2=301950.00MM2A2=384375.00MM2A2=338933.33MM2A2=224400.00MM2A2=396000.00MM2A2=337241.03MM2A2=170100.00MM2A2=160038.06MM2
46
47
As1=0.00MM2As1=739.58MM2As1=0.00MM2As1=0.00MM2As1=1078.84MM2As1=0.00MM2As1=0.00MM2As1=0.00MM2As1=0.00MM2
48
49
As2=1680.00MM2As2=3594.58MM2As2=3092.37MM2As2=3021.11MM2As2=1598.40MM2As2=1714.65MM2As2=3382.27MM2As2=1788.02MM2As2=1441.26MM2
50
51
As=1680.00MM22700.00As=4334.16MM2
4556/5063
As=3092.37MM23053.00As=3021.11MM23600.00As=2677.24MM22312.00As=1714.65MM21252.00As=3382.27MM23040.00As=1788.02MM21256.00As=1441.26MM21256.00
52
53
54
55
Y
MAGIC PROGRAM FOR RCC CIRCULAR COLUMN DESIGN (K.& S. EXP.9.6.5 ON P-884)
1.00
MAGIC PROGRAM FOR RCC CIRCULAR COLUMN DESIGN (K. & S.EXP. 9.9.1 ON P-913)
2.00
MAGIC PROGRAM FOR RCC CIRCULAR COLUMN DESIGN (K. & S. EXP. 9.9.3 ON P-915)
3.00
MAGIC PROGRAM FOR RCC CIRCULAR COLUMN DESIGN (A.K.JAIN EXP.16.9 ON P-494)
56
57
Fck=15.00N/MM215.00Fck=20.00N/MM29.05Fck=15.00
N/MM2
8.95Fck=20.00
N/MM2
13.58
58
59
Fy=250.00N/MM2Fy=415.00N/MM2Fy=415.00
N/MM2
Fy=415.00
N/MM2
60
61
P=300.00KN62.32 P=800.00KN392.70 P=900.00KN335.10 P=1200.00KN392.70
62
63
X
A
B---2ex---
B' XMx=0.00KNM56.25
*less than min eccentricity*
Mx=0.00KNM32.00
*less than min eccentricity*
Mx=0.00KNM30.00
*less than min eccentricity*
Mx=65.00KNM42.30
64
65
My=0.00KNM56.25
*less than min eccentricity*
My=0.00KNM32.00
*less than min eccentricity*
My=0.00KNM30.00
*less than min eccentricity*
My=0.00KNM42.30
66
67
DIA=230.00MMDIA=300.00MMDIA=400.00MMDIA=400.00MM
68
69
L=3250.00MML=6000.00MML=8000.00MML=7000.00MM
70
71
Leff2760.00MMLeff6000.00MMLeff6400.00MMLeff6000.00MM
72
DIA=AB Y
73
DIA1=
AB' i.e. DIA+2ex
SF=12.0012.0012.00SF=20.0020.0012.00SF=16.0016.0012.00SF=15.0015.0012.00
74
A1=
ORIGINAL AREA i.e. Enclosed By DIA
75
A2=
NEW AREA i.e. Enclosed by DIA1
M=0.00KNM0.00M=0.00KNM0.00M=0.00KNM0.00M=65.00KNM65.00
76
A2-A1 =
KLCH-ABCD i.e. BLANK AREA SHOWN IN FIG.
77
DIA1=230.00MM1.00DIA1=500.00MM1.67
DIA1=
533.33MM1.33DIA1=500.00MM1.25
78
79
e1=0.00MMe1=0.00MMe1=0.00MMe1=54.17MM
80
81
e2=0.00MMe2=100.00MMe2=66.67MMe2=50.00MM
82
83
e=20.00MM0.0011.5014.1720.00e=100.00MM100.0025.0022.0020.00e=66.67MM66.6726.6729.3320.00e=104.17MM104.1725.0027.3320.00
84
85
A1=41547.56MM2A1=196349.54MM2A1=223402.14MM2A1=196349.54MM2
86
87
A2=57255.53MM2A2=384845.10MM2A2=349065.85MM2A2=394062.62MM2
88
89
As1=108.18MM2As1=0.00MM2As1=0.00MM2As1=0.00MM2
90
91
As2=565.49MM232.65As2=2467.47MM2As2=1626.51MM2As2=3882.20MM2
92
93
As=673.67MM2561.00As=2467.47MM22467.00As=1626.51MM21648.00As=3882.20MM23800.00
94
95
96
MAGIC PROGRAM FOR RCC L- COLUMN DESIGN AS PER INDIAN CODE
MAGIC PROGRAM FOR RCC SHORT L- COLUMN DESIGN BY R.G.GUPTA AS PER INDIAN CODE
Hsu
MAGIC PROGRAM FOR RCC SHORT L- COLUMN DESIGN BY R.G.GUPTA AS PER INDIAN CODE
MAGIC PROGRAM FOR RCC SHORT L- COLUMN DESIGN BY R.G.GUPTA AS PER INDIAN CODE
97
98
Fck=25.00N/MM219.80
RAMAMURTHY AND SHAH
Fck=25.00N/MM211.93Fck=40.00
N/MM2
15.94Fck=25.00
N/MM2
20.32
99
100
Fy=415.00N/MM2Fy=415.00N/MM2Fy=410.00
N/MM2
Fy=415.00
N/MM2