International Correspondence Schools · Scranton, Pa. : The Colliery engineer co. · leaf 503
^5100\ 6 CI 5- Z&. ^-C^x, 15[ J20 tm^^iTo ^> J4Q, 22Ih. Scale 1=6Scale i^j … - « ^ 100 lb. Fig. 228. ing beams with overhanging studs, the maximum bending moment,whether positive or negative, should be used. In the present case, themaximum negative/, or /ij, is less than the maximum positive/, orc i; therefore, the maximum negative bending moment is also lessthan the…
Railroad engineering
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
