A platform for research: civil engineering, architecture and urbanism
Lee-McCall system of prestressed concrete
System of prestressing devised by D.LEE in conjunction with McCALL and Co; essential feature is employment of 1/2 in. to 1 in. diam bars of new alloy steel, with ultimate tensile strength of 70 tons per sq in. and equivalent yield stress of over 58 tons per sq in. (see also Engineer v 189 n 4917 Apr 21 1950, p 475-6; Roads and Road Construction v 28 n 329 May 1950 p 160)
Lee-McCall system of prestressed concrete
System of prestressing devised by D.LEE in conjunction with McCALL and Co; essential feature is employment of 1/2 in. to 1 in. diam bars of new alloy steel, with ultimate tensile strength of 70 tons per sq in. and equivalent yield stress of over 58 tons per sq in. (see also Engineer v 189 n 4917 Apr 21 1950, p 475-6; Roads and Road Construction v 28 n 329 May 1950 p 160)
Lee-McCall system of prestressed concrete
Engineering
Engineering ; 169
1950
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Lee-McCall system of prestressed concrete
Engineering Index Backfile | 1950
Lee-McCall system of prestressed concrete
Engineering Index Backfile | 1950
Fatigue tests on Lee-McCall prestressed concrete beams
Engineering Index Backfile | 1957
|Straightening Horseshoe Bend section of Boise-McCall highway
Engineering Index Backfile | 1947