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acting angle applied arch assume axis bars beam bear bending bending-moment body called cast cast-iron cement cent centre of gravity columns components compression construction couple deflection determine diameter direction distance distributed draw elasticity Engineering equal equation experiments feet fibre figure force formula fracture given gives greater greatest Hence horizontal intensity iron joint length less limit load material maximum metal method middle modulus motion normal obtain origin parallel passing piece plane plate pressure represent respectively resultant rivets shearing shown side span specimen square inch steel strain strength stress subjected surface taken temperature tensile strength tension tests thickness thrust tion truss unit velocity vertical weight wrought-iron
Page 730 - FINENESS. It shall leave by weight a residue of not more than 8 per cent on the No. 100, and not more than 25 per cent on the No. 200 sieve.
Page 463 - Up to 75 inches wide, 2$ per cent, above or z\ per cent, below the theoretical weight. 75 inches wide up to 100 inches wide, 5 per cent, above or 3 per cent, below the theoretical weight. When 100 inches wide and over 10 per cent, above or 3 per cent, below the theoretical weight.