Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 120
-:-, .Z-.X-, — 4-12 cwt. per sq. in.;1 + \hxi)W M 2322 collar -^ + g = Jl + „g ^ ^j^;, = 0-8 + 13-5 = 14-3 cwt. per sq. in.; W M 2287 principal at junction with strut 7+7 = ygi + ,75—TjS = 1^ + 13-3 = 14-9 cwt. per sq. in. EXAMPLES FOE PEACTICE 105 The maximum bending moment at the joint in the… … 106 THE MECHANICS OF BUILDING OONSTEUCTION Pig. 345, about point x where the maximum bending moment will occur. Then(80 X 54) - (15 X 73§) = 3220 cwt.-in. as before. To find the section modulusat the joint draw out an enlarged view at this point, as shown in elevation.Pig. 346, and section on AB,…
Building · Structural analysis (Engineering)
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