SELF WEIGHT CALCULATION - Structural Engineers · PDF fileSELF WEIGHT OF STRUCTURE ETABS Vs...
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Transcript of SELF WEIGHT CALCULATION - Structural Engineers · PDF fileSELF WEIGHT OF STRUCTURE ETABS Vs...
SELF WEIGHT OF STRUCTURE ETABS Vs MANUAL
Story Point Load FX FY FZ MX MY MZ
BASE 1 DEAD 57.4 57.4 370.51 ‐89.263 89.263 0BASE 2 DEAD 89.91 ‐10.43 618.19 17.024 140.598 ‐0.031 S.no Column Size Nos. Breadth Width Height Area of C/s Concrete
BASE 3 DEAD 89.91 10.43 618.19 ‐17.024 140.598 0.031 -- mm x mm nos. m m m m2 m3
BASE 4 DEAD 57.4 ‐57.4 370.51 89.263 89.263 0 1 COL 900 x 900 16 0.900 0.900 5.000 0.810 64.800BASE 5 DEAD ‐10.43 89.91 618.19 ‐140.598 ‐17.024 0.031 TOTAL 16 TOTAL 64.80
COLUMN
AS PER ETABS SOFTWARE AS PER MANUAL CALCULATION
BASE 5 DEAD 10.43 89.91 618.19 140.598 17.024 0.031 TOTAL 16 TOTAL 64.80BASE 6 DEAD ‐15.8 ‐15.8 1053.45 25.547 ‐25.547 0
BASE 7 DEAD ‐15.8 15.8 1053.45 ‐25.547 ‐25.547 0 BEAMBASE 8 DEAD ‐10.43 ‐89.91 618.19 140.598 ‐17.024 ‐0.031 S.no Beam Size Nos. Width Depth Length Area of C/s ConcreteBASE 9 DEAD 10.43 89.91 618.19 ‐140.598 17.024 ‐0.031 -- mm x mm nos. m m m m2 m3BASE 10 DEAD 15.8 ‐15.8 1053.45 25.547 25.547 0 MAIN 900 x 900 24 0.900 0.900 8.100 0.810 157.464BASE 11 DEAD 15.8 15.8 1053.45 ‐25.547 25.547 0 SEC 600 x 600 - X.Dr. 9 0.600 0.600 8.100 0.360 26.244BASE 12 DEAD 10.43 ‐89.91 618.19 140.598 17.024 0.031 SEC 600 x 600 - Y.Dr. 9 0.600 0.600 7.500 0.360 24.300BASE 12 DEAD 10.43 ‐89.91 618.19 140.598 17.024 0.031 SEC 600 x 600 - Y.Dr. 9 0.600 0.600 7.500 0.360 24.300BASE 13 DEAD ‐57.4 57.4 370.51 ‐89.263 ‐89.263 0 TOTAL 208.01BASE 14 DEAD ‐89.91 ‐10.43 618.19 17.024 ‐140.598 0.031
BASE 15 DEAD ‐89.91 10.43 618.19 ‐17.024 ‐140.598 ‐0.031 SLABBASE 16 DEAD ‐57.4 ‐57.4 370.51 89.263 ‐89.263 0 S.no Description Nos. Length Breadth Depth Area Concrete
Summation 0, 0, Base DEAD 0 0 10641.38 143658.562 ‐143658.56 0 -- -- nos. m m m m2 m31 175 mm Thick Slab 36 3.750 3.750 0.175 14.063 88.594
5000 mm Density 25 kn/cu.mt. TOTAL 88 59strory height 5000 mm Density 25 kn/cu.mt. TOTAL 88.59900x900 mm 361.40 m3900x900 mm 9035.04 KN600x600 mm
175 mm9000 mm c/c 3 spans either side
secondry beamslab thickness
grid
WEIGHTGRAND TOTAL
strory height column sizemain beam
Ratio of software and manual 0.849
