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Ultimate Strength of Unrestrained Beam Columns
Stability of Eccentrically Loaded Beam Columns
Restrained Beam Columns
3 other sections not shown
00 STRESSES 200 SLENDERNESS RATI0 2X/L Y/H PHI ALEXANDRIA UNIVERSITY assumed average stress BEIRUT ARAB UNIVERSITY bottom edge boundary calculated computed cross-section curve diameter F0R THE GIVEN F2 OMAX THITA fiber stresses figure Fl F2 OMAX fracture FX FY OXY FY OXY Fl girders having uniform GIVEN STEEL height to span inch inflected points Kips lateral load modulus of toughness nodal points O.OO O.OOOo obtained OXY Fl F2 PHI FX FY procedure proportional limit stress radius of gyration residual stress RESTRAINED BEAM COLUMN shown in fig SIMPLY SUPPORTED DEEP slenderness ratio span ratio specimen strain diagram stress and true stress distribution stress function stress strain relation STRESSES IN SIMPLY SUPPORTED DEEP BEAM T/FpL Table tensile stresses true ductility true modulus true strain True stress strain ultimate strength ULTIMATE STRESS F0R uniformly loaded Unrestrained Beam values Y/H PHI FX yield stress Young's modulus