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•Strength LC Wected,Short-Term Errvelope Shorten <br /> Q Enve:ope <br /> 0.02 <br /> 0.01 <br /> c <br /> 0 0 <br /> -0.01 1 2 3 5 <br /> 0.02 <br /> -0.03 <br /> •Reactions t^Axial Load•Vertical Load <br /> 6931b <br /> 204Ib <br /> 4891b <br /> 0.0 1.0 20 3.0 4.0 5.0 <br /> Dstance from Left of Beam(ft) <br /> IKey Properties I <br /> i w=0.314in +—Loadng <br /> 0 <br /> )-1 <br /> b=2.19In <br /> Designation C7X12.25 <br /> Yield Strength Fy = 36 000 psi <br /> Beam Plan Length LX = 5.33 ft <br /> Beam Incline(in degrees) a= 0 deg <br /> Total Material Length L= 5 ft,4 in <br /> Continuous Bracing for Lateral Torsional No continuous bracing <br /> Buckling <br /> Supports and Braces r— <br /> Support/Brace Type Position From Left x(ft) <br /> Pinned 0.888 <br /> Pinned 4.67 <br /> Loads <br /> Floor <br /> 1 <br /> 1D.13lb <br /> 1 L6001b <br /> I5 D•FU� <br /> O�d <br /> 0.0 1.0 20 3.0 4.0 5.0 1lRgtL <br /> Distance from Left of Beam(ft) <br /> Greenfield Rev 3 Page 30 of 52 <br />