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NKH Engineering Project Title: Hammer Remodel <br /> nkhengineering.com Engineer: AKR <br /> Project ID: 20-003 <br /> Project Descr: <br /> Printed: 4 MAR 2020,11:17PN <br /> Wood Beam D:\NKH Engineering\2020 Projects\20-003 Hammer Remodel\Calculations\Hammer Framing&Foundations.ec6 <br /> Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> DESCRIPTION: B6-(E)8X8 Beam(e/w) <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v <br /> Length=7.0 ft 1 0.855 0.525 1.15 1.000 1.00 1.00 1.00 1.00 1.00 8.65 1,475.69 1725.00 4.08 108.68 207.00 <br /> +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.116 0.071 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.63 278.60 2400.00 0.77 20.52 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+L 1 0.1610 3.526 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 MAXimum 5.195 5.195 <br /> Overall MINimum 0.875 0.875 <br /> D Only 1.555 1.555 <br /> +D+L 5.195 5.195 <br /> +D+Lr 2.255 2.255 <br /> +D+S 2.430 2.430 <br /> +D+0.750Lr+0.750L 4.810 4.810 <br /> +D+0.750L+0.7505 4.941 4.941 <br /> +0.60D 0.933 0.933 <br /> Lr Only 0.700 0.700 <br /> L Only 3.640 3.640 <br /> S Only 0.875 0.875 <br /> S17 <br />