Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 107
r/^. 307 as shown by the triangle ADC. Subtracting the positive from thenegative bending moment leaves the triangle DBC as a negative + 35 art. … ng. 308 bending moment on the tie-beam, i.e. acting downwards. The hori-zontal components of the virtual forces are so small that they may beneglected. In calculating the scantlings the maximum tension and QUEEN-POST TEUSS WITH LANTERN LIGHT 93 bending moment in the tie-beam must be allowed for by…
Building · Structural analysis (Engineering)
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