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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 B@a C11 D:1NKH Engineering12020 Projects120-003 Hammer Remodel\Calculations\Hammer Framing&Foundations.ec6 <br /> 1-16 0 1 271 7'" �. .�.. <br /> Software copyright ENERCALC,INC.1983-2019,Build:12.19.11.30 <br /> Lie. <br /> DESCRIPTION: B3-(N)Beam @ Storage/Hall(e/w) <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 C L M tb F'b V fv F'v <br /> +D+L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.750 ft 1 0.766 0.559 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.67 1,416.71 1850.00 3.79 148.09 265.00 <br /> Length=7.750 ft 2 0.766 0.559 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.67 1,416.71 1850.00 3.79 148.09 265.00 <br /> +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.750 ft 1 0.318 0.232 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.94 735.50 2312.50 1.97 76.79 331.25 <br /> Length=7.750 ft 2 0.318 0.232 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.94 735.50 2312.50 1.97 76.79 331.25 <br /> +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=5.750 ft 1 0.378 0.275 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.22 803.72 2127.50 2.15 83.90 304.75 <br /> Length=7.750 ft 2 0.378 0.275 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.22 803.72 2127.50 2.15 83.90 304.75 <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=5.750 ft 1 0.598 0.436 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.54 1,382.86 2312.50 3.70 144.49 331.25 <br /> Length=7.750 ft 2 0.598 0.436 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.54 1,382.86 2312.50 3.70 144.49 331.25 <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=5.750 ft 1 0.674 0.492 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.74 1,434.03 2127.50 3.84 149.83 304.75 <br /> Length=7.750 ft 2 0.674 0.492 1.15 1.000 1.00 1.00 1.00 1.00 1.00 5.74 1,434.03 2127.50 3.84 149.83 304.75 <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=5.750 ft 1 0.094 0.068 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.11 277.56 2960.00 0.74 28.99 424.00 <br /> Length=7.750 ft 2 0.094 0.068 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.11 277.56 2960.00 0.74 28.99 424.00 <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 0.0080 1.670 +D+L -0.0099 4.722 <br /> +D+L 2 0.1359 4.330 0.0000 4.722 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 1.512 7.877 3.225 <br /> Overall MINimum 0.409 1.933 0.696 <br /> D Only 0.495 2.550 1.021 <br /> +D+L 1.441 7.720 3.225 <br /> +D+Lr 0.823 4.096 1.577 <br /> +D+S 0.905 4.483 1.717 <br /> +D+0.750Lr+0.750L 1.450 7.587 3.091 <br /> +D+0.750L+0.7505 1.512 7.877 3.196 <br /> +0.60D 0.297 1.530 0.613 <br /> Lr Only 0.327 1.546 0.557 <br /> L Only 0.946 5.170 2.204 <br /> S Only 0.409 1.933 0.696 <br /> S11 <br />