<3if--^fe.4ol?. £- - I ^Section) ^fANDREuC! i/.speeded CUsi sit /■ 14? o^d^oTColumns. 41 - PLATE-JOE. … Ran Section thhu (2Lvmm. (street elev) t)HowiM<3 Method of SofFofc^TIsis NAason(sy^ - 42 - ings deep girders alone are relied upon to produce sufficientrigidity to withstand the stresses due to the wind pressure.The computations will be shown for the plate girder spandrelbeam C, for the spandrel…
Building, Iron and steel · Office buildings · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
