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Page 1: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 2: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 3: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 4: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 5: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 6: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 7: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 8: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 9: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 10: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 11: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 12: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 13: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 14: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
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Page 16: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 17: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 18: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 19: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 20: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 21: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 22: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 23: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 24: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 25: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 26: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 27: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 28: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 29: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 30: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 31: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 32: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 33: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 34: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 35: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 36: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 37: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 38: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 39: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 40: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 41: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 42: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 43: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 44: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 45: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 46: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 47: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 48: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 49: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
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Page 51: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
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Page 53: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 54: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 55: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 56: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 57: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 58: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 59: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 60: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 61: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 62: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 63: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 64: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 65: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 66: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
Page 67: Reinforced Concrete Analysis and Design 06, 2011 · 6.1.2 Single column pads connected by ground beams (bearing pressure calculations) Ground beam SK 6/4 Typical arrangement of ground
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