2102 ROSS AVE 2018-02-23 - Laserfiche WebLink

Project Title: Engineer: Project ID: Project Descr: Printed:6 DEC 2016, 6:35PM I Composite Steel Beam tic.#:KW-06011349 Licensee:SSF,KW-06011349; Description: Typ Beam(W 12x30)-Final Maximum Deflections for Load Combinations .-`Unfactored Loads Location Deflection Defl.Loads on Total Load Combination Span in Span Pre-Composite Composite Section Deflection lxx-Used Precomposite Downward 0.000 0.0000 0.000 0.000 0.00 Precomposite Upward 0.000 0.0000 0.000 0.000 0.00 Precomposite Downward 1 9.120 0.2298 0.000 0.230 0.00 Precomposite Upward 1 0.000 0.0000 0.000 0.000 0.00 Precomposite minus Construction Downward 0.000 0.0000 0.000 0.000 0.00 Precomposite minus Construction Upward 0.000 0.0000 0.000 0.000 0.00 Precomposite minus Construction Downward 1 9.120 0.2298 0.000 0.230 0.00 Precomposite minus Construction Upward 1 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +Di-H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite : +D+H Downward 1 9.120 `0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite : +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite : +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite : +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Postcomposite: +D+H Downward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Upward 0.000 0.0000 0.000 0.000 0.00 Postcomposite: +D+H Downward 1 9.120 0.2298 0.408 0.638 627.82 Postcomposite: +D+H Upward 1 0.000 0.0000 0.000 0.000 627.82 Steel Section Propertie W12x30 Depth = 12300 in I xx = 238.00 In^4 I yy = 20.300 inA4 Web Thick 0.260 in S xx = 38.60 inA3 S yy = 6.240 in^3 Flange Width = 6.520 in R xx = 5.210 in R yy = 1.520 in Flange Thick - 0.440 in Zx - 43.100 in^3 Zy = 9.560 inA3 Area - 8.790 in^2 3 = 0.457 inA4 Weight = 30.000 plf Composite Section Properties Span Number Analysis %Shear Plastic N.A. Sum Qn #Studs per Mn-Capacity Moment of Inertia Plastic N.A.Location Type Connection from Bottom Shear (k) 1/2 Span k-ft I-Steel I-Trans I-Lwr Bound Span 1 PNA in Slab 100.0 18.385 439.500 28 483.17 238.0 1,364.9 1,002.9 PNA in Flange 95.0 12.266 417.525 27 493.96 238.0 1,364.9 988.7 PNA in Flange 90.0 12.233 395.550 25 479.79 238.0 1,364.9 973.2 PNA in Flange 85.0 12.199 373.575 24 465.55 238.0 1,364.9 956.3 PNA in Flange 80.0 12.165 351.600 23 451.26 238.0 1,364.9 937.8 PNA in Flange 75.0 12.131 329.625 21 436.90 238.0 1,364.9 917.6 PNA in Flange 70.0 12.098 307.650 20 422.49 238.0 1,364.9 895.7 PNA in Flange 65.0 12.064 285.675 18 408.02 238.0 1,364.9 871.7 PNA in Flange 60.0 12.030 263.700 17 393.50 238.0 1,364.9 845.5 PNA in Flange 55.0 11.997 241.725 16 378.92 238.0 1,364.9 816.9 PNA in Flange 50.0 11.963 219.750 14 364.28 238.0 1,364:9 785.6 PNA in Flange 45.0 11.929 197.775 13 349.58 238.0 1,364.9 751.4 PNA in Flange 40.0 11.896 175.800 12 334.83 238.0 1,364.9 714.0 PNA in Flange 35.0 11.862 153.825 10 320.03 238.0 1,364.9 672.9 PNA in Web 30.0 11.061 131.850 9 304.50 238.0 1,364.9 627.8