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COMPUTER PROGRAM AND DIAPHRAGM BEHAVIOR
BEHAVIOR OF PLANAR MULTISTORY FRAMES WITH LIGHT
16 gauge panels 20 gauge 26 story frame analyzed BEAM behavior BRUCE IRONS buckling load calculated CARDS chart for subroutine Civil Engineers column strains connector CONTINUE Cornell University corner only model corrugated DATA deflection index degrees of freedom DIAGONAL diaphragm drift edge connectors edge member ELASTIC MODULUS ELEMENT STIFFNESS MATRIX ELMAK finite elements Flow chart forces frame and panels frame member fully connected model Gaussian elimination girder gravity load infill panels infilled frame kips KUREL lateral load light gauge panel light gauge steel marginal member method multistory frame ness NOMMOC NUMBERING SYSTEM Panel Shear panel stiffness plane stress PROGRAM REQUIRED RIGID FLOORS rotations seam connection shear modulus shear stiffness shear walls sheet shown in Fig single bay single story Society of Civil spring constants STATEMENT READS STMT Structural Division SUBASSEMBLY Table tion unclad frame VARIABLES VECTOR vertical wavefront welded