Inside Out Library
Handbook for architects and builders (1898)
Illinois Society of Architects · Chicago · leaf 622
fa2 SKa + 75000 2(4 + 1 + 1) + 75000 2(6) = -f6250 Mab = ±Mfaband Mfab Kab(2 0a + ©b) where ©b = 0, ©a+75000 6250, Kab = 4 Mab = +75000 - 8(6250) = +25000# Mae =Mac = - 2(6250) = -125001 - 2(6250) = -12500 Mf = 0 for these 0b = SM =0 ± SMfb ^ +124000 - 75000 2 SKb ~ 2(4 + 4.5 + 7.8 + 3.1) +49000… … 621 It is seen that the joint rotation greatly re-Heves all bending moments around the jointA. This is because the column rigidity is somuch less than that of the beam framing inthat it is closer to the simi)le beam conditionthan the fixed-ended condition. All themoments at joint IV, except Mba are…Architecture · Building · Architects
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
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