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... . trinitrotoluol = 1.28 . 2. Draw a plan approximately to scale , showing the lay- out of all the apparatus designed . The nitric acid plant , etc. , need not be shown . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING I. 1. Concrete.
... . trinitrotoluol = 1.28 . 2. Draw a plan approximately to scale , showing the lay- out of all the apparatus designed . The nitric acid plant , etc. , need not be shown . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING I. 1. Concrete.
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Queen's University (Kingston, Ont.) FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING I. 1. Concrete is mixed in the proportion of 1 : 21 : 6 . The voids in sand are 40 % , in stone 45 % . A barrel of cement contains 3.8 cu . ft . How ...
Queen's University (Kingston, Ont.) FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING I. 1. Concrete is mixed in the proportion of 1 : 21 : 6 . The voids in sand are 40 % , in stone 45 % . A barrel of cement contains 3.8 cu . ft . How ...
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... 8. Find the moment of inertia of a tee section with a 2 " x 6 " stem and a 2 ′′ x 6 ′′ flange , about an axis through the centre of gravity perpendicular to the stem . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING II . 1.
... 8. Find the moment of inertia of a tee section with a 2 " x 6 " stem and a 2 ′′ x 6 ′′ flange , about an axis through the centre of gravity perpendicular to the stem . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING II . 1.
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Queen's University (Kingston, Ont.) FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING II . 1. A Howe roof truss of 8 panels has a span of 60 ft . and a rise of 15 ft . All the panel points of the upper chord are loaded with unit loads ...
Queen's University (Kingston, Ont.) FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING II . 1. A Howe roof truss of 8 panels has a span of 60 ft . and a rise of 15 ft . All the panel points of the upper chord are loaded with unit loads ...
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... loaded uniformly , the elastic limit being 30,000 lbs . per sq . in . F 30,000,000 , and I = 321 . 8. State the principles underlying the design of rein- forced concrete beams . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING V. ( One.
... loaded uniformly , the elastic limit being 30,000 lbs . per sq . in . F 30,000,000 , and I = 321 . 8. State the principles underlying the design of rein- forced concrete beams . FACULTY OF PRACTICAL SCIENCE . GENERAL ENGINEERING V. ( One.
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