ISSN: 2250-3005 - ijcer

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International Journal Of Computational Engineering Research (ijceronline.com) Vol. 2 Issue. 8Figure 3.Strain measurement of deep beamTable 1. Experimental Strain (in mm)Load 100 kN 200 kN 300 kN 400kN 440 kNDepth150 0.00008 0.00011 0.00022 0.00029 0.00032100 0.00006 0.00011 0.00026 0.00036 0.0004550 0.00009 0.00023 0.00052 0.00096 0.001210 0.00014 0.00035 0.00072 0.00140 0.00165-50 0.00005 0.00019 0.00038 0.00080 0.00092-100 -0.00001 -0.00001 -0.00002 0.00000 0.00000-150 -0.00009 -0.00015 -0.00035 -0.00038 -0.00039Table 2. Analytical strain (in mm)Load 100 kN 200 kN 300 kN 400kN 440 kNDepth200.00 0.00005 0.00010 0.00014 0.00018 0.00020150.00 0.00005 0.00010 0.00015 0.00021 0.00023100.00 0.00006 0.00009 0.00016 0.00023 0.0002650.00 0.00012 0.00021 0.00043 0.00071 0.000840.00 0.00019 0.00033 0.00070 0.00120 0.00142-50.00 0.00011 0.00018 0.00038 0.00065 0.00077-100.00 0.00002 0.00003 0.00006 0.00010 0.00012-150.00 -0.00002 -0.00006 -0.00009 -0.00011 -0.00012-200.00 -0.00007 -0.00015 -0.00024 -0.00032 -0.00036In above table 1, shows experimental strain at mid span of deep beam at definite incremental loading at various depth tounderstand the nature of strain. Analytical strain obtained By using cast software are tabulated in table 2.||Issn 2250-3005(online)|| ||December||2012|| Page 183
International Journal Of Computational Engineering Research (ijceronline.com) Vol. 2 Issue. 8Graph 1. Comparison of Flexural strain vs. depthAbove graph shows the comparison of experimental strain and analytical strains recorded at 100 kN, 200 kN, 300 kN, 400kN,440kN. Experimentally deep beam designed by strut and tie method for two point loads of 50 kN (2 X 50 kN =100 kN) deepbeam failed at 440 kN (220 kN each).Experimental and analytical results are almost same up to 200 kN (two point load each of100 kN)||Issn 2250-3005(online)|| ||December||2012|| Page 184
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ISSN: 2250-3005 - ijcer

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