Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 242
I = -if + mAt(d — yy= 4 X 14P + 15 X 0-26(4-5 - l-ilj= 4:844 inch-units My 17280 X 1-41 _ ,^^ = -]- = jgq^ = 503 lbs. per sq. in. , mMy 15 X 17280(4-5 - 1-41) ,„.,„,^ t = —J— = ■„.. ■ = lGo40 lbs. per sq. in. so tliat this size will just do.- To resist what are known as temperaturecracks light rods… … ■i J ■. , ^=^ -,:— yr / - - i10- *f* -/l- n* -//- *H- /o M*-/o *\^-s *^4U^CROSS BEAM -,, in Figs. 582 and 583, the width of floor slab to be taken into calcula-tions is 12 times the thickness = 12 X 55 = 5 ft. 6 ins. Weight per ft. run = f ^^^.^^ + ^^^150 = 429 lbs Note.—The figures 66 given in the…
Building · Structural analysis (Engineering)
Internet Archive · Cornell University Library · Public Domain Mark 1.0. Free to use for anything.
