The Properties And Design of Reinforced Concrete Instructions Authorised Metho
The Properties And Design of Reinforced Concrete Instructions Authorised Metho
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1 the diameter of the longitudinal wires was *177 inch, giving a percentage reinforcement of 5*9. The wires were placed 0'47 inch centre to centre. The mild steel wire in the spiral had a diameter of O'HS inch and a pitch of 1'18 inches. Ten wires were jointed in the member, the junction consist- ing of an overlap of 11 '8 inches, the free ends being bound with soft iron wire. The junctions were -spread over the length of the member. The reinforcing wires, which extended beyond the end of the c...oncrete casing, were gathered together and fixed into a steel cage with spelter, there being a clear distance about 17 inches between the end of the concrete casing and the near face of the metallic anchor block. The concrete casing had a square section of 3 - 15 inches side.
TESTS OF TENSION MEMBERS 67 3-IS" FIG. 26.
Member No. 2 was of similar design, but was moulded under a tension of S'9 tons per square inch of the area of the reinforcement, which was maintained up to the moment of the test.
What to read after The Properties And Design of Reinforced Concrete Instructions Authorised Metho?
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To quickly assess the difficulty of the text, read a short excerpt:
1 the diameter of the longitudinal wires was *177 inch, giving a percentage reinforcement of 5*9. The wires were placed 0'47 inch centre to centre. The mild steel wire in the spiral had a diameter of O'HS inch and a pitch of 1'18 inches. Ten wires were jointed in the member, the junction consist- ing of an overlap of 11 '8 inches, the free ends being bound with soft iron wire. The junctions were -spread over the length of the member. The reinforcing wires, which extended beyond the end of the c...oncrete casing, were gathered together and fixed into a steel cage with spelter, there being a clear distance about 17 inches between the end of the concrete casing and the near face of the metallic anchor block. The concrete casing had a square section of 3 - 15 inches side.
TESTS OF TENSION MEMBERS 67 3-IS" FIG. 26.
Member No. 2 was of similar design, but was moulded under a tension of S'9 tons per square inch of the area of the reinforcement, which was maintained up to the moment of the test.
What to read after The Properties And Design of Reinforced Concrete Instructions Authorised Metho?
You can find similar books in the "Read Also" column, or choose other free books by Sed20methods20of20calculation2c20experimental to read onlineMoreLess
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