Minutes of Proceedings, Volumes 47-48 |
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Page 191
... beams . When tested each beam was simply supported and centrally loaded , so that the resulting bond stress was constant throughout the beam . Of the thirty - seven test beams only four , all reinforced with smooth Eucalyptus Maculata ...
... beams . When tested each beam was simply supported and centrally loaded , so that the resulting bond stress was constant throughout the beam . Of the thirty - seven test beams only four , all reinforced with smooth Eucalyptus Maculata ...
Page 192
... beams , and to compare the results of manufacturing and laboratory control , a second series of test beams , Series II , was made in the laboratory . The beams of Series II were cast with the 6 in . dimensions vertical and the ...
... beams , and to compare the results of manufacturing and laboratory control , a second series of test beams , Series II , was made in the laboratory . The beams of Series II were cast with the 6 in . dimensions vertical and the ...
Page 193
South African Institution of Civil Engineers. Deflection of Test Beams . The load - deflection curves for the test beams were all nearly linear until cracks were formed at the tension face . The beams then became more flexible and the ...
South African Institution of Civil Engineers. Deflection of Test Beams . The load - deflection curves for the test beams were all nearly linear until cracks were formed at the tension face . The beams then became more flexible and the ...
Contents
Past Presidents | |
Council for FortySeventh Session | |
Rules and Constitution | xxxv |
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A.M.I.Struct.E Associate Members Author B.Sc beams Bloemfontein Branch burg C.P. Box Cape Town Chairman City Engineer's Civil Engineers coarse aggregate Committee compost Conference construction Council cube strength curves deur discussion Durban elastic modulus Engineer's Dept feet flow Formal Meeting gebruik grading held hierdie Informal Meeting Institution of Civil Irrigation Dept Jennings Johannesburg kanaal koste load M.Sc material Messrs method Minutes of Proceedings moet moisture content Mossel River Natal P.O. Box paper Pietermaritzburg piles plastic Port Elizabeth present President pressure Pretoria problem proposed rail Railway ratio registration reinforcement Resident Engineer Rhodesia Road rock rockfill sand Sea Point Secretary Section settlement sewage shearing strength sludge Soil Mechanics Sorel cement concrete South Africa South African Institution Street stress surface timber tion Transvaal vaal Vaal-Hartz vertical visitors vote of thanks Vuren waar water-cement ratio word workability