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3202 51ST PL SW 2022-01-24
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3202 51ST PL SW 2022-01-24
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Last modified
1/24/2022 10:26:46 AM
Creation date
1/24/2022 10:26:21 AM
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Address Document
Street Name
51ST PL SW
Street Number
3202
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Title Block Line 1 Project Title: • <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the"Printing& Project Descr. <br /> Title Block"selection. <br /> Title Block Line 6 Printed:23 JAN 2021, 1:02PM <br /> Wood Beam File=C:users\Owner Desktop\abertonlaberton.ec6 <br /> Lie.#:KW 06003603. Licensee:REED&ASSOCIATES' <br /> Description: north south bm of great rm <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+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.616 0.349 1.15 1.000 1.00 1.00 1.00 1.00 1.00 22.07 1,701.50 2760.00 4.91 106.37 304.75 <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=15.50 ft 1 0.127 0.072 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.31 486.14 3840.00 1.40 30.39 424.00 <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=15.50 ft 1 0.127 0.072 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.31 486.14 3840.00 1.40 30.39 424.00 <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=15.50 ft 1 0.443 0.251 1.60 1.000 1.00 1.00 1.00 1.00 1.00 22.07 1,701.50 3840.00 4.91 106.37 424.00 <br /> +0+0.750L+0.750S+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=15.50 ft 1 0.443 0.251 1.60 1.000 1.00 1.00 1.00 1.00 1.00 22.07 1,701.50 3840.00 4.91 106.37 424.00 <br /> +D+0.750L+0.7505+0.5250E4l 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=15.50 ft 1 0.443 0.251 1.60 1.000 1.00 1.00 1.00 1.00 1.00 22.07 1,701.50 3840.00 4.91 106.37 424.00 <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=15.50 ft 1 0.076 0.043 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.78 291.69 3840.00 0.84 18.23 424.00 <br /> +0.600+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=15.50 ft 1 0.076 0.043 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.78 291.69 3840.00 0.84 18.23 424.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."='Defl Location in Span Load Combination Max."+"Dell Location in Span <br /> +D+L+H 1 0.6285 7.807 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 7.053 7.053 <br /> Overall MINimum 5.425 5.425 <br /> +D+H 1.628 1.628 <br /> +D+L+H 7.053 7.053 <br /> +D+Lr+H 1.628 1.628 <br /> +D+S+H 1.628 1.628 <br /> +D+0.750Lr+0.750L+H 5.696 5.696 <br /> +D+0.750L+0.750S+H 5.696 5.696 <br /> +D+0.60W+H 1.628 1.628 <br /> +D+0.70E+H 1.628 1.628 <br /> +D+0.750Lr+0.750L+0.450W+H 5.696 5.696 <br /> +D+0.750L+0.750S+0.450W+H 5.696 5.696 <br /> +0+0.750L+0.750S+0.5250E+H 5.696 5.696 <br /> +0.60D+0.60W+0.60H 0.977 0.977 <br /> +0.60D+0.70E+0.60H 0.977 0.977 <br /> D Only 1.628 1.628 <br /> Lr Only <br /> L Only 5.425 5.425 <br /> S Only <br /> W Only <br /> E Only <br /> H Only <br />
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