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gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log

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Page 1: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 2: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 3: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 4: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 5: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 6: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 7: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log
Page 8: gateforum.com · 1.2. 1.4. Maximum marks : 150 5 7 2 o o 0 o 2 —6 ... The vertical stress at depth. z directly below the point load p is (k is a constant) The slope of the e : log

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