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2621 GRAND AVE 2025-04-15
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Last modified
4/15/2025 8:11:55 AM
Creation date
1/29/2025 10:20:10 AM
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GRAND AVE
Street Number
2621
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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 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 /> Lie.*:KW=06012717' <br /> DESCRIPTION: B1 -(E) 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 C m C t C L M fb F'b V fv F'v <br /> +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.254 0.127 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.94 609.78 2400.00 0.78 36.50 288.00 <br /> +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.254 0.127 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.94 609.78 2400.00 0.78 36.50 288.00 <br /> +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.665 0.332 1.60 1.000 1.00 1.00 1.00 1.00 1.00 7.69 1,596.91 2400.00 2.06 95.59 288.00 <br /> +D+0.750L+0.7505+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.713 0.356 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.24 1,712.07 2400.00 2.20 102.48 288.00 <br /> +D+0.750L+0.7505+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.713 0.356 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.24 1,712.07 2400.00 2.20 102.48 288.00 <br /> +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.152 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.76 365.87 2400.00 0.47 21.90 288.00 <br /> +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=13.0 ft 1 0.152 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.76 365.87 2400.00 0.47 21.90 288.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.'"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> +D+0.750L+0.7505+0.5250E+H 1 0.4275 6.547 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 2.537 2.537 <br /> Overall MINimum 1.138 1.138 <br /> +D+H 0.903 0.903 <br /> +D+L+H 1.943 1.943 <br /> +D+Lr+H 1.813 1.813 <br /> +D+S+H 2.041 2.041 <br /> +D+0.750Lr+0.750L+H 2.366 2.366 <br /> +D+0.750L+0.7505+H 2.537 2.537 <br /> +D+0.60W+H 0.903 0.903 <br /> +D+0.70E+H 0.903 0.903 <br /> +D+0.750Lr+0.750L+0.450W+H 2.366 2.366 <br /> +D+0.750L+0.7505+0.450W+H 2.537 2.537 <br /> +D+0.750L+0.7505+0.5250E+H 2.537 2.537 <br /> +0.60D+0.60W+0.60H 0.542 0.542 <br /> +0.60D+0.70E+0.60H 0.542 0.542 <br /> D Only 0.903 0.903 <br /> Lr Only 0.910 0.910 <br /> L Only 1.040 1.040 <br /> S Only 1.138 1.138 <br /> W Only <br /> E Only <br /> H Only <br /> S5 <br />
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