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2102 ROSS AVE 2018-02-23
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2102 ROSS AVE 2018-02-23
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Last modified
2/23/2018 12:18:49 PM
Creation date
2/23/2018 12:18:24 PM
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Address Document
Street Name
ROSS AVE
Street Number
2102
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Project Title: <br /> Engineer Project ID: <br /> Project Descr: <br /> Panted:6 DEC 2016, 6:30PM <br /> Composite Steer Beam.; <br /> Lic.#:KW-06011349 Licensee:SSF,KW-06011349 <br /> Description: Typ Beam(W18x35)-Final <br /> Load Comb&Design Length Max Stress Ratios Bending Summary Shear Summary <br /> Span# M V Mu-Applied 4nTr/Omega Va Vn/Omega <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122,79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Post Composite:+D+H <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft '1 0.591 0.320 153.17 258.97 34.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L= 18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L= 18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Post Composite:+D+H <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.591 0.320 153.17 258.97 34.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=1811 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 . 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27,29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Post Composite:+D+H <br /> Span L=18 ft 1 0.122 0.066 31.67 ' 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.591 0.320 153.17 258.97 , 34.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 ' 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Post Composite:+D+H <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.591 0.320 153.17 258.97 34.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span 1=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span L=18 ft 1 0.122 0.066 31.67 258.97 7.04 106.20 <br /> Span I=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.474 0.257 122.79 258.97 27.29 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br /> Span L=18 ft 1 0.073 0.040 19.00 258.97 4.22 106.20 <br />
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