Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 277
ith very little loss in thestrength of the beam, provided we can fulfil certain conditions. Thesteel, instead of being distributed uniformly throughout the bottom ofthe wide beam, is concentrated into the comparatively narrow portionwhich we shall hereafter call the rib of the beam. The… … 226 MASONRY AND REINFORCED CONCRETE 215 slab shall not exceed the allowable shearing stress in the concrete.We must also provide that failure shall not occur on account of shear-ing in the vertical planes (m r and n s) between the sides of the beamand the flanges. 285. Resisting Moments of T=Beams.…
Architecture · Building
Internet Archive · Kelly Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
![An illustration from Educational handwork [microform] (1910)](https://img.insideoutlibrary.com/img/200/ia-cihm_80967-128-0.webp)
