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Length of Column along X 3Length of Column along Y 2
Area Vertices Load CasesX Y P 1000 x y
0 0 Mx -350 -1 ###0 2 My -450 4 ###3 2 Load X 1.53 0 Load Y 1 1.15 0.550 0
Xintercept #MACRO?Steels Y intercept #MACRO?X Y Dia stress m
0.1 0.1 0.02 #MACRO? 100.5 0.1 0.02 #MACRO?0.9 0.1 0.02 #MACRO?1.3 0.1 0.02 #MACRO?1.7 0.1 0.02 #MACRO?2.1 0.1 0.02 #MACRO?2.5 0.1 0.02 #MACRO?2.9 0.1 0.02 #MACRO?0.1 1.9 0.02 #MACRO?0.5 1.9 0.02 #MACRO?0.9 1.9 0.02 #MACRO?1.3 1.9 0.02 #MACRO?1.7 1.9 0.02 #MACRO?2.1 1.9 0.02 #MACRO?2.5 1.9 0.02 #MACRO?2.9 1.9 0.02 #MACRO?0.1 0.15 0.02 #MACRO?0.1 0.49 0.02 #MACRO?0.1 0.83 0.02 #MACRO?0.1 1.17 0.02 #MACRO?0.1 1.51 0.02 #MACRO?0.1 1.85 0.02 #MACRO?2.9 0.15 0.02 #MACRO?2.9 0.49 0.02 #MACRO?2.9 0.83 0.02 #MACRO?2.9 1.17 0.02 #MACRO?2.9 1.51 0.02 #MACRO?2.9 1.85 0.02 #MACRO?
StressesX Y
0 0 #MACRO?0 2 #MACRO?3 2 #MACRO?3 0 #MACRO?
Gross area #MACRO?Cracked area #MACRO?X intercept of neutral axis #MACRO?Y intercept of neutral axis #MACRO?
Percentage area in contact #MACRO?
OuterLength of Column along X 4.000 mLength of Column along Y 0.900 m
InnerLength of Column along X 2.500 mLength of Column along Y 0.600 m
CoverOuter Cover 0.100 mCover Edge 0.100 m
Reinft Detail no Dia areaBar dia Lx Outer 0.032 m 10 0.032 0.000804Bar dia Ly Outer 0.025 m 10 0.025 0.000491Bar dia Lx Inner 0.020 m 10 0.020 0.000314Bar dia Ly Inner 0.016 m 10 0.016 0.000201
Modulus of Elasticity 10
Area VerticesS. No X Y Stress stress
1 0.000 0.000 #MACRO? #MACRO?2 0.000 0.900 #MACRO? #MACRO?3 4.000 0.900 #MACRO? #MACRO?4 4.000 0.000 #MACRO? #MACRO?5 0.000 0.000 #MACRO? #MACRO?6 0.750 0.150 #MACRO? #MACRO?7 3.250 0.150 #MACRO? #MACRO?8 3.250 0.750 #MACRO? #MACRO?9 0.750 0.750 #MACRO? #MACRO?10 0.750 0.150 #MACRO? #MACRO?11 0.000 0.000 #MACRO? #MACRO?
SteelsS. No X Y Dia Stress stress Delta x
1 0.100 0.100 0.032 #MACRO? ###2 0.522 0.100 0.032 #MACRO? ###3 0.944 0.100 0.032 #MACRO? ###4 1.367 0.100 0.032 #MACRO? ###5 1.789 0.100 0.032 #MACRO? ### (1) Lx Bottom Outer6 2.211 0.100 0.032 #MACRO? ###7 2.633 0.100 0.032 #MACRO? ###8 3.056 0.100 0.032 #MACRO? ###9 3.478 0.100 0.032 #MACRO? ###10 3.900 0.100 0.032 #MACRO? ###11 0.100 0.800 0.032 #MACRO? ###12 0.522 0.800 0.032 #MACRO? ###13 0.944 0.800 0.032 #MACRO? ###14 1.367 0.800 0.032 #MACRO? ###15 1.789 0.800 0.032 #MACRO? ###16 2.211 0.800 0.032 #MACRO? ### (2) Lx Top Outer
0.000 1.000 2.000 3.000 4.000
0.000
0.500
1.000
1.500
2.000
2.500
3.000
3.500
4.000
17 2.633 0.800 0.032 #MACRO? ###18 3.056 0.800 0.032 #MACRO? ###19 3.478 0.800 0.032 #MACRO? ###20 3.900 0.800 0.032 #MACRO? ###21 0.100 0.200 0.025 #MACRO? ### Delta x22 0.100 0.256 0.025 #MACRO? ###23 0.100 0.311 0.025 #MACRO? ###24 0.100 0.367 0.025 #MACRO? ###25 0.100 0.422 0.025 #MACRO? ### (3) Ly Left Outer26 0.100 0.478 0.025 #MACRO? ###27 0.100 0.533 0.025 #MACRO? ###28 0.100 0.589 0.025 #MACRO? ###29 0.100 0.644 0.025 #MACRO? ###30 0.100 0.700 0.025 #MACRO? ###31 3.900 0.200 0.025 #MACRO? ###32 3.900 0.256 0.025 #MACRO? ###33 3.900 0.311 0.025 #MACRO? ###34 3.900 0.367 0.025 #MACRO? ###35 3.900 0.422 0.025 #MACRO? ### (4) Ly Right Outer36 3.900 0.478 0.025 #MACRO? ###37 3.900 0.533 0.025 #MACRO? ###38 3.900 0.589 0.025 #MACRO? ###39 3.900 0.644 0.025 #MACRO? ###40 3.900 0.700 0.025 #MACRO? ###41 0.650 0.050 0.020 #MACRO? ### 0.342 0.950 0.050 0.020 #MACRO? ###43 1.250 0.050 0.020 #MACRO? ###44 1.550 0.050 0.020 #MACRO? ###45 1.850 0.050 0.020 #MACRO? ###46 2.150 0.050 0.020 #MACRO? ### (5) Lx Bottom Inner47 2.450 0.050 0.020 #MACRO? ###48 2.750 0.050 0.020 #MACRO? ###49 3.050 0.050 0.020 #MACRO? ###50 3.350 0.050 0.020 #MACRO? ###51 0.650 0.850 0.020 #MACRO? ###52 0.950 0.850 0.020 #MACRO? ###53 1.250 0.850 0.020 #MACRO? ###54 1.550 0.850 0.020 #MACRO? ###55 1.850 0.850 0.020 #MACRO? ###56 2.150 0.850 0.020 #MACRO? ###57 2.450 0.850 0.020 #MACRO? ### (6) Lx Top Inner58 2.750 0.850 0.020 #MACRO? ###59 3.050 0.850 0.020 #MACRO? ###60 3.350 0.850 0.020 #MACRO? ###61 0.650 0.150 0.016 #MACRO? ### delta Y 0.06762 0.650 0.217 0.016 #MACRO? ###63 0.650 0.283 0.016 #MACRO? ###64 0.650 0.350 0.016 #MACRO? ###65 0.650 0.417 0.016 #MACRO? ###66 0.650 0.483 0.016 #MACRO? ### (7) Ly Left Inner67 0.650 0.550 0.016 #MACRO? ###68 0.650 0.617 0.016 #MACRO? ###69 0.650 0.683 0.016 #MACRO? ###70 0.650 0.750 0.016 #MACRO? ###
71 3.350 0.150 0.016 #MACRO? ### Delta y 0.06772 3.350 0.217 0.016 #MACRO? ###73 3.350 0.283 0.016 #MACRO? ###74 3.350 0.350 0.016 #MACRO? ###75 3.350 0.417 0.016 #MACRO? ###76 3.350 0.483 0.016 #MACRO? ### (8) Ly Right Inner77 3.350 0.550 0.016 #MACRO? ###78 3.350 0.617 0.016 #MACRO? ###79 3.350 0.683 0.016 #MACRO? ###80 3.350 0.750 0.016 #MACRO? ###
Load CasesP 1929.6Mx -1719.24My 0.1
Gross area #MACRO?Cracked area ( Inclusive of Steel) #MACRO?X intercept of neutral axis #MACRO?Y intercept of neutral axis #MACRO?
Cracked area ( Exlusive of Steel) #MACRO?Percentage area in contact #MACRO?
Stress in Concrete #MACRO?
Stress in Steel along X
Compression #MACRO?
Tension #MACRO?
Stress in Steel along Y
Compression #MACRO?
Tension #MACRO?
t/m2
t/m2
t/m2
t/m2
t/m2
0.422 Area 0.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.0008040.000804
0.000 1.000 2.000 3.000 4.000
0.000
0.500
1.000
1.500
2.000
2.500
3.000
3.500
4.000
0.0008040.0008040.0008040.000804
0.056 0.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0004910.0003140.0003140.0003140.0003140.000314
(5) Lx Bottom Inner 0.0003140.0003140.0003140.0003140.0003140.0003140.0003140.0003140.0003140.0003140.000314
(6) Lx Top Inner 0.0003140.0003140.0003140.0003140.0002010.0002010.0002010.0002010.000201
(7) Ly Left Inner 0.0002010.0002010.0002010.0002010.000201
0.0002010.0002010.0002010.0002010.000201
(8) Ly Right Inner 0.0002010.0002010.0002010.0002010.000201
Total 0.036207
X Y### 0.000
0.000 ###
m2
Radius 0.5Effective Cover 0.05
Load CasesP 201Mx 0 Xintercept #MACRO?My -100 Y intercept #MACRO?Load X 0.5Load Y 0.5
del theta -0.083776Area VerticesS. No Theta X Y Stress
1 0.000 1.000 0.500 #MACRO?2 -0.084 0.998 0.458 #MACRO?3 -0.168 0.993 0.417 #MACRO?4 -0.251 0.984 0.376 #MACRO?5 -0.335 0.972 0.336 #MACRO?6 -0.419 0.957 0.297 #MACRO?7 -0.503 0.938 0.259 #MACRO?8 -0.586 0.916 0.223 #MACRO?9 -0.670 0.892 0.189 #MACRO?
10 -0.754 0.864 0.158 #MACRO?11 -0.838 0.835 0.128 #MACRO?12 -0.922 0.802 0.102 #MACRO?13 -1.005 0.768 0.078 #MACRO?14 -1.089 0.732 0.057 #MACRO?15 -1.173 0.694 0.039 #MACRO?16 -1.257 0.655 0.024 #MACRO?17 -1.340 0.614 0.013 #MACRO?18 -1.424 0.573 0.005 #MACRO?19 -1.508 0.531 0.001 #MACRO?20 -1.592 0.490 0.000 #MACRO?21 -1.676 0.448 0.003 #MACRO?22 -1.759 0.406 0.009 #MACRO?23 -1.843 0.366 0.018 #MACRO?24 -1.927 0.326 0.031 #MACRO?25 -2.011 0.287 0.048 #MACRO?26 -2.094 0.250 0.067 #MACRO?27 -2.178 0.215 0.089 #MACRO?28 -2.262 0.181 0.115 #MACRO?29 -2.346 0.150 0.143 #MACRO?30 -2.429 0.122 0.173 #MACRO?31 -2.513 0.095 0.206 #MACRO?32 -2.597 0.072 0.241 #MACRO?33 -2.681 0.052 0.278 #MACRO?34 -2.765 0.035 0.316 #MACRO?35 -2.848 0.021 0.355 #MACRO?36 -2.932 0.011 0.396 #MACRO?37 -3.016 0.004 0.437 #MACRO?38 -3.100 0.000 0.479 #MACRO?39 -3.183 0.000 0.521 #MACRO?40 -3.267 0.004 0.563 #MACRO?
0.000 1.000 2.000 3.000 4.000
0.000
1.000
2.000
3.000
4.000
41 -3.351 0.011 0.604 #MACRO?42 -3.435 0.021 0.645 #MACRO?43 -3.519 0.035 0.684 #MACRO?44 -3.602 0.052 0.722 #MACRO?45 -3.686 0.072 0.759 #MACRO?46 -3.770 0.095 0.794 #MACRO?47 -3.854 0.122 0.827 #MACRO?48 -3.937 0.150 0.857 #MACRO?49 -4.021 0.181 0.885 #MACRO?50 -4.105 0.215 0.911 #MACRO?51 -4.189 0.250 0.933 #MACRO?52 -4.273 0.287 0.952 #MACRO?53 -4.356 0.326 0.969 #MACRO?54 -4.440 0.366 0.982 #MACRO?55 -4.524 0.406 0.991 #MACRO?56 -4.608 0.448 0.997 #MACRO?57 -4.691 0.490 1.000 #MACRO?58 -4.775 0.531 0.999 #MACRO?59 -4.859 0.573 0.995 #MACRO?60 -4.943 0.614 0.987 #MACRO?61 -5.027 0.655 0.976 #MACRO?62 -5.110 0.694 0.961 #MACRO?63 -5.194 0.732 0.943 #MACRO?64 -5.278 0.768 0.922 #MACRO?65 -5.362 0.802 0.898 #MACRO?66 -5.445 0.835 0.872 #MACRO?67 -5.529 0.864 0.842 #MACRO?68 -5.613 0.892 0.811 #MACRO?69 -5.697 0.916 0.777 #MACRO?70 -5.781 0.938 0.741 #MACRO?71 -5.864 0.957 0.703 #MACRO?72 -5.948 0.972 0.664 #MACRO?73 -6.032 0.984 0.624 #MACRO?74 -6.116 0.993 0.583 #MACRO?75 -6.199 0.998 0.542 #MACRO?76 -6.283 1.000 0.500 #MACRO?
m 10 Max steel #MACRO?Min Steel #MACRO? % of Steel 1.536
Steels Total 0.012064S.NO Theta X Y Dia Stress area
1 0 0.950 0.500 0.0320 #MACRO? 0.0008042 0.418879 0.911 0.683 0.0320 #MACRO? 0.0008043 0.837758 0.801 0.834 0.0320 #MACRO? 0.0008044 1.256637 0.639 0.928 0.0320 #MACRO? 0.0008045 1.675516 0.453 0.948 0.0320 #MACRO? 0.0008046 2.094395 0.275 0.890 0.0320 #MACRO? 0.0008047 2.513274 0.136 0.765 0.0320 #MACRO? 0.0008048 2.932153 0.060 0.594 0.0320 #MACRO? 0.0008049 3.351032 0.060 0.406 0.0320 #MACRO? 0.000804
10 3.769911 0.136 0.235 0.0320 #MACRO? 0.00080411 4.18879 0.275 0.110 0.0320 #MACRO? 0.000804
12 4.607669 0.453 0.052 0.0320 #MACRO? 0.00080413 5.026548 0.639 0.072 0.0320 #MACRO? 0.00080414 5.445427 0.801 0.166 0.0320 #MACRO? 0.00080415 5.864306 0.911 0.317 0.0320 #MACRO? 0.00080416 6.283185 0.950 0.500 0.0000 #MACRO? 0
Gross area #MACRO?Cracked area #MACRO?X intercept of neutral axis #MACRO?Y intercept of neutral axis #MACRO?
Percentage area in contact #MACRO?
Results
Max Stress in concrete #MACRO?
Max Stress in Steel (Tension) #MACRO?
Max Stress in Steel (Compression) #MACRO?
t/m2
t/m2
t/m2
x y### 0
0 #MACRO?
0.000 1.000 2.000 3.000 4.000
0.000
1.000
2.000
3.000
4.000
Area Vertices Load CasesX Y P 1500
2 4 Mx 7503 -1 My 25000 -2 Load X 0.31
-3 3 Load Y -0.84-1 4
0.5 2 Consider lift-up 12 4
StressesX Y
2 4 Err:5113 -1 Err:5110 -2 Err:511
-3 3 Err:511-1 4 Err:511
0.5 2 Err:511
Gross area Err:511Cracked area Err:511X intercept of neutral axis Err:511Y intercept of neutral axis Err:511
Percentage area in contact Err:511
x y-4 Err:5114 Err:511
0.81 0.826667
L&T-RAMBOLL Consulting Engineers Limited
/ 318350361.xls/Test Rect
Analysis of Rectangular Sections under Axial Load and Bi-Axial Bending moments
Yend spacing
X
Length of section along X direction: 1.000 m
Length of section along Y direction: 3.000 m
Effective Cover 0.066 mEnd Spacing 0.1 m
No of bars along X direction (one side) 15 Nos.Diameter of bar 0.025 m
No of bars along Y direction (one side) 22 Nos.Diameter of bar 0.025 m
Code of Practise IRCModular Ratio m 10
Permissible Stresses in Concrete for bending Compression 11.67
Permissible Stresses in Concrete for bending Compression 0
Permissible Stresses in Steel for Compression 200
Permissible Stresses in Steel for Tension 200
Area of Concrete 3.0000
Area of Steel =2×3.14/4×(0.025^2×15+0.025^2×22)×1e6 36325Percentage of Steel 1.21 %
Area of concrete to resist axial load only
= 525.3 / 11.67 450111
Area of Steel = 0.8% of above 3601Steel Prov > Min reqd
Area of Steel = 0.3% of gross Area 9000
S.No P MX MY ex ey Remark
t t t m m1 525.3 395.5 104.3 0.753 0.199 #MACRO? ### ### Normal +temp+def +sei.Long2 477.9 384.7 105.1 0.805 0.220 #MACRO? ### ### Normal +temp+def +sei.Long3 520.8 399.1 60.1 0.766 0.115 #MACRO? ### ### Normal +temp+def +sei.Long4 487.4 394.1 104.3 0.809 0.214 #MACRO? ### ### Normal +temp+def +sei.Long5 466.2 383.5 105.1 0.823 0.226 #MACRO? ### ### Normal +temp+def +sei.Long6 497.4 399.1 60.1 0.802 0.121 #MACRO? ### ### Normal +temp+def +sei.Long7 525.3 395.5 104.3 0.753 0.199 #MACRO? ### ### Normal +temp+def +sei.Trans8 477.9 384.7 105.1 0.805 0.220 #MACRO? ### ### Normal +temp+def +sei.Trans9 520.8 399.1 60.1 0.766 0.115 #MACRO? ### ### Normal +temp+def +sei.Trans
10 487.4 394.1 104.3 0.809 0.214 #MACRO? ### ### Normal +temp+def +sei.Trans11 466.2 383.5 105.1 0.823 0.226 #MACRO? ### ### Normal +temp+def +sei.Trans12 497.4 399.1 60.1 0.802 0.121 #MACRO? ### ### Normal +temp+def +sei.Trans
MX
LY MY
LX
N/mm2
N/mm2
N/mm2
N/mm2
m2
mm2
mm2
mm2
mm2
CONCRETE ST COMP ST TENSION
N/mm2 N/mm2 N/mm2
Analysis of Circular Sections under Axial Load and Bending moment
Y
XDiameter "D"
Radius 0.600 m
Effective Cover 0.091 m
No of bars 26 Nos.Diameter of bar 0.032 m
Code of Practise IRCModular Ratio m 10
Permissible Stresses in Concrete for bending Compression 11.667
Permissible Stresses in Concrete for bending Compression 11.667
Permissible Stresses in Steel for Compression 170
Permissible Stresses in Steel for Tension 200
A concrete 1.131
Area of Steel 20910Percentage of Steel 1.85 %
Area of concrete to resist axial load only
= 267.8×10000 / 11.667 229516
Area of Steel = 0.8% of above 1836
Area of Steel = 0.3% of gross Area 3393
S.No P MY e Yn
t tm m1 35.0 3409.0 4.000 ### ### #MACRO? ###2 204.0 799.8 3.920 ### ### #MACRO? ###3 209.0 802.6 3.840 ### ### #MACRO? ###4 0.0 0.0 3.760 ### ### #MACRO? ###5 0.0 0.0 3.680 ### ### #MACRO? ###6 0.0 0.0 3.600 ### ### #MACRO? ###7 0.0 0.0 3.520 ### ### #MACRO? ###
MY
N/mm2
N/mm2
N/mm2
N/mm2
m2
mm2
mm2
mm2
mm2
CONCRETE
ST COMP
ST TENSION
N/mm2 N/mm2 N/mm2
8 0.0 0.0 3.440 ### ### #MACRO? ###9 244.8 822.7 3.360 ### ### #MACRO? ###
10 252.0 826.7 3.280 ### ### #MACRO? ###11 259.7 831.0 3.200 ### ### #MACRO? ###12 267.8 835.5 3.120 ### ### #MACRO? ###
Steel Prov > Min reqd
Remarks
### ###### ###### ###### ###### ###### ###### ###
CONCRETE
ST COMP
t/m2 t/m2
### ###### ###### ###### ###### ###
Yn
### ###### ###### ###### ###### ###### ###### ###
ST TENSION
t/m2
### ###### ###### ###### ###### ###
Analysis of Rectangular Sections under Axial Load and Bi-Axial Bending moments
MX end spacing Y
Thk = 0.450 m
MY
X Thk = 0.750 m
Length of Outer section along X direction: 4.500 m
Length of Outer section along Y direction: 1.500 m
Length of inner section along X direction: 3.000 m 0.667
Length of inner section along Y direction: 0.600 m 0.400
Effective Cover 0.068 m 0.902
End Spacing 0.1 m 0.326
No of bars along X direction (one side) Outer 13 Nos.
Diameter of bar 0.012 m 1470
No of bars along X direction (one side) Inner 21 Nos.
Diameter of bar 0.012 m 2375
No of bars along Y direction (one side) Outer 12 Nos.
Diameter of bar 0.012 m 1357
No of bars along Y direction (one side) Inner 5 Nos.
Diameter of bar 0.012 m 565
Code of Practise IRCModular Ratio m 10
Permissible Stresses in Concrete for bending Compression 11.25
Permissible Stresses in Concrete for bending Compression 15
Permissible Stresses in Steel for Compression 160
Permissible Stresses in Steel for Tension 200
Area of Concrete 4.950
Area of Steel 11536Percentage of Steel 0.233 %
Area of concrete to resist axial load only
= 2292.0× 1e4 / 11.25 2037333
Area of Steel = 0.8% of above 16299NOT OK
Area of Steel = 0.3% of gross Area 14850
S.No P MX MY eL eB Remarks
t tm tm m m1 2175.0 938.0 0 0.431 0.000 #MACRO? ### #MACRO? DL + Pre Max2 2292.0 1291.0 0 0.563 0.000 #MACRO? ### #MACRO? DL + Pre Max + LL3 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?4 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?5 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?6 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?7 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?8 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?9 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?10 1.0 1.0 1 1.000 1.000 #MACRO? ### #MACRO?11 1 1.0 1 1.000 1.000 #MACRO? ### #MACRO?12 1 1.0 1 1.000 1.000 #MACRO? ### #MACRO?
L X - IN
LY - IN
LY - OUT
L X - OUT
L X - OUT
LY - OUT
L X - IN
fL =
LY - IN
fB =
eL MAX
=
eB MAX
=
mm2
mm2
mm2
mm2
N/m2
N/m2
N/m2
N/m2
m2
mm2
mm2
mm2
mm2
CONC
ST COM
ST TEN
N/mm2 N/mm2 N/mm2
Analysis of Elliptical Sections under Axial Load and Bending moment
Y
2 b
X 2 a
a 1.000 mb 0.500 m
Effective Cover 0.05 m
No of bars 50 Nos.Diameter of bar 0.032 m
Code of Practise IRCModular Ratio m 10
Permissible Stresses in Concrete for bending Compression 8.75
Permissible Stresses in Concrete for bending Compression 11.67
Permissible Stresses in Steel for Compression 180
Permissible Stresses in Steel for Tension 200
A concrete 1.571
Area of Steel 40212Percentage of Steel 2.56 %
Area of concrete to resist axial load only
= 200.0×10000 / 11.67 228571
Area of Steel = 0.8% of above 1829
Area of Steel = 0.3% of gross Area 4712
S.No P Mx My ex ey
t tm tm m m1 200.0 60.0 0.0 0.300 0.000 #VALUE! #VALUE!2 200.0 0.1 35.0 #VALUE! #VALUE!3 0.0 0.04 0.0 0.05 0.0 0.06 0.0 0.0
MY
N/mm2
N/mm2
N/mm2
N/mm2
m2
mm2
mm2
mm2
mm2
CONCRETE
ST COMP
N/mm2 N/mm2
7 0.0 0.08 0.0 0.09 0.0 0.0
10 0.0 0.011 0.0 0.012 0.0 0.0
1.932708
103.4818
Steel Prov > Min reqd
Yn Remarks
m#VALUE! #VALUE!#VALUE! #VALUE!
0.0 0.0000.0 0.0000.0 0.0000.0 0.000
ST TENSION
N/mm2
0.0 0.0000.0 0.0000.0 0.0000.0 0.0000.0 0.0000.0 0.000
Xn Y
#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
CONCRETE
ST COMP
ST TENSION
t/m2 t/m2 t/m2