A Study of Base And Bearing Plates for Columns And Beams
A Study of Base And Bearing Plates for Columns And Beams
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Fig. 23, J-^- = 144. Also L' L" = 7. 29 in. By the table, Fig. 24, t = 3. 10 in. For a steel plate. T = 3. 50 in. For a wrought-iron plate. By the table, Fig. 25, t = 7. 05 in. For cast-iron plate, / = 3000 Ib. Per sq. In. T = 7. 75 in. For cast-iron plate, f = 2500 Ib. Per sq. In. Assuming ~ = 0. 25, and as n = 1. 60, by the table, Fig. 16, @ = 71. 0. 34 ILLINOIS ENGINEERING EXPERIMENT STATION Then * = 7. 05 Xj^= 8. 37 in. = thickness beneath column, / = 3000 Ib. 9. 20 in. = same, for / = 2500... Ib. T' = 2. 09 in. In the first case and 2. 30 in. In the second. 4. Assume that in the last case the plate is to be square and that the safe resistance of the masonry is but 90 Ib. Per sq. In. In trre same manner as before, we easily find : Side of plate = 62. 2 in. ; n = 2. 09. Factor 1^?. - 130 / = 3^8 in. For a steel plate t = 4^4 in. For a wrought-iron plate t = 83/s in. For cast-iron plate, f = 3000 Ib. T = 9 T /s in. For same with / = 2500 Ib. Assuming - - 0. 25, and for n = 2. 09; @ = 69.
What to read after A Study of Base And Bearing Plates for Columns And Beams?
You can find similar books in the "Read Also" column, or choose other free books by N Clifford Nathan Clifford Ricker to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Fig. 23, J-^- = 144. Also L' L" = 7. 29 in. By the table, Fig. 24, t = 3. 10 in. For a steel plate. T = 3. 50 in. For a wrought-iron plate. By the table, Fig. 25, t = 7. 05 in. For cast-iron plate, / = 3000 Ib. Per sq. In. T = 7. 75 in. For cast-iron plate, f = 2500 Ib. Per sq. In. Assuming ~ = 0. 25, and as n = 1. 60, by the table, Fig. 16, @ = 71. 0. 34 ILLINOIS ENGINEERING EXPERIMENT STATION Then * = 7. 05 Xj^= 8. 37 in. = thickness beneath column, / = 3000 Ib. 9. 20 in. = same, for / = 2500... Ib. T' = 2. 09 in. In the first case and 2. 30 in. In the second. 4. Assume that in the last case the plate is to be square and that the safe resistance of the masonry is but 90 Ib. Per sq. In. In trre same manner as before, we easily find : Side of plate = 62. 2 in. ; n = 2. 09. Factor 1^?. - 130 / = 3^8 in. For a steel plate t = 4^4 in. For a wrought-iron plate t = 83/s in. For cast-iron plate, f = 3000 Ib. T = 9 T /s in. For same with / = 2500 Ib. Assuming - - 0. 25, and for n = 2. 09; @ = 69.
What to read after A Study of Base And Bearing Plates for Columns And Beams?
You can find similar books in the "Read Also" column, or choose other free books by N Clifford Nathan Clifford Ricker to read onlineMoreLess
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