a short reinforced concrete column of section 200mm x 22mm is to be reinforced with a 4 numbered steel bars and is required to carry an axial load of 850KN. the stress in the column must not exceed 7N/mm^2 and the stress in the steel must not exceed 150N/mm^2. determine the diameter required for the bars and subsequent stresses occurring in the concrete and the steel under the specified load.
young's modulai concrete = 14KN/mm^2 and steel = 210KN/mm^2. suitable sketch
δst = δco = δ
(F.l/S.E)co = (F.l/S.E)st
δco.l/14.109 = δst.l/210.109
14 . δst = 210 . δco
When δst = 150.106 Pa
14.150.106 =210.δco →δco=10.10Pa > 6.106Pa
When δco= 6.106Pa
14.δst = 210.6.106 → δst = 90.106 Pa < 150.106 Pa
Use δst = 90.106 Pa; δco = 6.106 Pa
Fst + Fco = 850000
δst . Sst + δco + Sco =850000
90.106. Sst + 6.106. (0.2 . 0.22 - Sst) = 850000
84.Sst = 0.85 - 0.264 → Sst = 0.006976m2 = 6976mm2
For one steel bar
S0st = 6976/4 = 1744mm2
π.D2/4 = 1744 → D = 47.1mm
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