Journal of the Association of Engineering Societies (1881)
Association of Engineering Societies (U.S.) · New York, [etc.] Board of Managers · leaf 197
STEEL CONSTRUCTION OF A TALL OFFICE BUILDING. 141 In Fig". 9 the bending moments due to wind are drawn with dotted lines, the bending moments due to dead and live loads are drawn with dot and dash lines, and the resultant moments with full lines. The ordinates in the shaded polygons will give the… … Assuming the wind to blow in the direction of the arrow (refer to Fig. 10), it will be seen that the vertical shear On the right side of column No. 6 = — V -j — — 2 On the left side of column No. z = — V 2 D + L On the right side of column No. 5 V + On the left side of column No. 4 = — V 2 Column…
Engineering
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