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Wood Beam File:2x12Analysis.ec6 <br /> Software copyright D ERCALC,INC.1983-2020,Bult12.20.10.3 <br /> DESCRIPTION: (E)2X12 <br /> Load Combination Nhx Stress Ratios 1Vbment Values Shear Values <br /> Segment Length Span# M v Cd C FN C i Cr Cur C t C L M I F'b v fv Fv <br /> Length=20.0$ 1 0.244 0.055 1.60 1.000 1.00 1.15 1.00 1.00 1.00 1.18 449.01 1840.00 0.18 15.86 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Mix"-"Defl Location in Span Load Combination Nhx"+"all location in Span <br /> +D+-S 1 0.8538 10.073 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXmnam 0.627 0.642 <br /> Overall MNnmm 0.333 0.333 <br /> D Only 0.294 0.310 <br /> +D+Lr 0.560 0.576 <br /> +D+-S 0.627 0.642 <br /> +D+0.750Tr 0.494 0.509 <br /> +D+0.750S 0.543 0.559 <br /> +0.60D 0.176 0.186 <br /> Ir Only 0.266 0.266 <br /> S Only 0.333 0.333 <br />