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Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about

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Page 1: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 2: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 3: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 4: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 5: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 6: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 7: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 8: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 9: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 10: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 11: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 12: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 13: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 14: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about
Page 15: Civil VI Semester 2013-2014.pdf · column. 3(b) Design a RC column -v 300mm wide and 450mm deep to resist an ultimate 4. load of 1300kN and an ultimate bending moment of 60kNm about