Analysis of a Very Slender, Guyed Radio MastStanford University, 1948 - Radio beacons |
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Airplane Structures analysis Appendix approximation axial load beam beam-column Bottom Bay Buckling of Diagonals C₂ cantilever segment carry-over factors CD Loaded chord members considered constant Cord Suspended D₁ D₂ Dead Load deflection determined distance between chord distance between guy due to wind effect factor of safety formulas ft² Guy Cables guy loading guy points Hardy Cross horizontal movement Imin in.lb in² inch inch inertia initial tension lateral loading lb in lb leeward Length Area LXA M₂ method Middle Bay midspan moment distribution moment of inertia MOVEMENT OF GUY Original Mast Dimensions Period of Vibration radius of gyration secondary moments seismic forces Seismic Loading Shear Distribution Factor shown in Figure solution span Stiffness Factor stresses support moments suspended from points T₂ Top Segment vertical weighted average chord wind and seismic Wind Full Height wind load Wind on BC windward guy wj²