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Jan. no. 1 pp. 35-37: Reinforced-concrete slabs have been so designed that deadload has been taken care of; example of problem of designing balcony slab with simple span of 10 ft. supported on one side by masonry wall and on other side by steel channel carried by brackets. Feb. no. 2 pp. 45-47: Choice of steel for slabs; chart application; practical considerations; construction of chart. Apr. no. 4 pp. 41-44, 11 Figs.: Calculation for determining area in steel in T-beams.
Jan. no. 1 pp. 35-37: Reinforced-concrete slabs have been so designed that deadload has been taken care of; example of problem of designing balcony slab with simple span of 10 ft. supported on one side by masonry wall and on other side by steel channel carried by brackets. Feb. no. 2 pp. 45-47: Choice of steel for slabs; chart application; practical considerations; construction of chart. Apr. no. 4 pp. 41-44, 11 Figs.: Calculation for determining area in steel in T-beams.
Reinforced concrete design simplified
Concrete
Griffith, J.R. (author)
1929
4 pages
11 Figs.
Article (Journal)
English
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Reinforced-concrete design simplified
Engineering Index Backfile | 1930
|Reinforced concrete design simplified
Engineering Index Backfile | 1929
|Reinforced concrete design simplified
Engineering Index Backfile | 1930
|Reinforced concrete design simplified
Engineering Index Backfile | 1928
|Reinforced concrete design simplified
Engineering Index Backfile | 1930
|