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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 2020,11:16PN <br /> Wood BeamD:1NKH Engineering12020 Projects120-003 Hammer RemodellCalculations1Hammer Framing&Foundations.ec6 <br /> Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> Lic.'#':KW-06012717 <br /> DESCRIPTION: B1 -(N)Beam Over Sewing Nook <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v <br /> +D+0.750Lr+0.750L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.451 ft 1 0.483 0.217 1.25 1.000 1.00 1.00 1.00 1.00 1.00 8.36 1,450.09 3000.00 2.21 71.74 331.25 <br /> Length=0.04927 ft 1 0.007 0.217 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.12 21.09 3000.00 2.21 71.74 331.25 <br /> +D+0.750L+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.451 ft 1 0.563 0.252 1.15 1.000 1.00 1.00 1.00 1.00 1.00 8.96 1,553.81 2760.00 2.36 76.87 304.75 <br /> Length=0.04927 ft 1 0.008 0.252 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.13 22.60 2760.00 2.36 76.87 304.75 <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=13.451 ft 1 0.088 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.94 336.64 3840.00 0.51 16.65 424.00 <br /> Length=0.04927 ft 1 0.001 0.039 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.03 4.90 3840.00 0.51 16.65 424.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Dell Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+0.750L+0.750S 1 0.5275 6.799 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 2.654 2.654 <br /> Overall MINimum 1.181 1.181 <br /> D Only 0.958 0.958 <br /> +D+L 2.038 2.038 <br /> +D+Lr 1.903 1.903 <br /> +D+S 2.140 2.140 <br /> +D+0.750Lr+0.750L 2.477 2.477 <br /> +D+0.750L+0.7505 2.654 2.654 <br /> +0.60D 0.575 0.575 <br /> Lr Only 0.945 0.945 <br /> L Only 1.080 1.080 <br /> S Only 1.181 1.181 <br /> S7 <br />