A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of precast reinforced concrete columns for factory blocks at Ranipur in accordance with Soviet practice
Columns were used in shops with bays up to 24 m wide and crane capacities up to 30 tons; column has roof leg 500×500 mm in section and 4.097 m high; below roof leg is crane cap, 700 mm deep; column has two legs; each leg is 500 to 250 mm in section; they are joined together by stiffeners 400 mm deep spaced at regular intervals of 1450 mm or 175 mm; method of design adopted for stiffeners, crane cap and pocket is set forth; calculation is based on ultimate load theory. (v 41 n 12 Dec 1967 p 473-81, v 42 n 1 Jan 1968 p 37-42)
Design of precast reinforced concrete columns for factory blocks at Ranipur in accordance with Soviet practice
Columns were used in shops with bays up to 24 m wide and crane capacities up to 30 tons; column has roof leg 500×500 mm in section and 4.097 m high; below roof leg is crane cap, 700 mm deep; column has two legs; each leg is 500 to 250 mm in section; they are joined together by stiffeners 400 mm deep spaced at regular intervals of 1450 mm or 175 mm; method of design adopted for stiffeners, crane cap and pocket is set forth; calculation is based on ultimate load theory. (v 41 n 12 Dec 1967 p 473-81, v 42 n 1 Jan 1968 p 37-42)
Design of precast reinforced concrete columns for factory blocks at Ranipur in accordance with Soviet practice
Indian Concrete J
Chandra, R. (author)
1967
Article (Journal)
English
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