Architectural engineering. With special reference to high building construction, including many examples of Chicago office buildings (1895)
Freitag, Joseph Kendall · New York, J. Wiley & sons; [etc., etc.] · leaf 164
e diagonal rods in two instances where rods were outof the question. This occurred on a main floor devoted tolarge banking-rooms. The bending moments due to theseportals were taken up in the columns. In the case wherethe rods came down to the first-floor level, the bottomstrut was connected to the… … 146 A R CHI TE CT URA L ENGINEERING. whichever pair of rods was strained, and the columns werecalculated to resist the bending moment incurred, as wellas to carry the regular column loads. With the use of the portals, the columns were designed
Building, Iron and steel
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