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Space Structures in Steel Robert E Rapp
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analysis angle arches architect architectural barrel bearing wall bending stresses bottom box beams buckling built cables cantilever cast-in-place cent chord columns composite compression connection construction cost crete curvature curved cylindrical shell dead load deck deflection developed dome economical edge beams efficiency elastic elements factor of safety Figure flange flat plate floor slab forces ft-kips girders grid hangar horizontal hyperbolic paraboloid increase jacks joint joists lamella limited live load lumber material maximum membrane stresses ment method multi-story partitions plane plastic plastic-limit design plywood precast concrete prestressed concrete problem reinforced concrete resist result ribs rigid saddle surfaces shape shear shown space frame span spandrel sq ft stiffeners stressed skin stressed skin panels stressed-skin struc Structural Engineers structural steel supports surface tensile stresses tension thickness thin shell tion trusses tural tures ultimate strength units vertical weight welded wind loads wires