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Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> Printed: 6 DEC 20t6, 6:30PM <br /> Composite Steel 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 0.163 0.057 27.11 165.92 6.02 106.20 <br /> Span L=18 ft 1 0.163 0.057 27.11 165.92 6.02 106.20 <br /> Span L=18 ft 1 0.163 0.057 27.11 165.92 6.02 106.20 <br /> Span L=18 ft 1 0.163 0.057 27.11 165.92 6.02 106.20 <br /> Span L=18 ft 1 0.163 0.057 27.11 165.92 6.02 106.20 <br /> Span L=18 ft 1 0.098 0.034 16.27 165.92 3.61 106.20 <br /> Span L=18 ft 1 0.098 0.034 16.27 165.92 3.61 106.20 <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 It 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 I=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 I..=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 i =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 />