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V <br /> MIL <br /> hOUNTAIR VIEW ENGINEERING, INC <br /> 102 EAST FOREST STREET BRIGHAM CITY, UT 64302 ( 435 )734 -9700 <br /> Copyright 1991 by Tondelli Engineering, P. A. Tampa, Florida <br /> CUSTOMER ; KUSTON KANOPIES <br /> jQB NUMBER : DATE : 02- 17-2001 <br /> DESCRIPTION : ROOF PANEL <br /> PANEL COVERAGE = 16. 00 IN <br /> THEORETICAL FLAT WIDTH = 23. 9281 IN <br /> DEPTH OF PANEL = 3. 00 IN <br /> PANEL SECTION PROPERTIES <br /> FOR 16 INCH ROOF PANEL <br /> Material Steel, Yield of 40 ksi <br /> PANEL TOP IN COMPRESSION PANEL BOTTOM IN COMPRESSIO1 <br /> GA THICK WT Ix Sx Ma 0: Sx Ma <br /> in PSF in4/ft in3/ft air,-kip/ft in4/ft in3/ft in-kip/- <br /> t <br /> 22 0. 0296 1. 81 0. 5748 0. 2252 5. 39 & 2993 0. 1741 4. 17 <br /> 20 0. 0346 2. 11 0. 6719 0. 2795 6169 0. 366 5 0. 2180 5. 22 <br /> 18 0. 0460 2 81 0."6O3-f;--------*---o. 3722 <br /> Section properties are calculated in accordance with 1986 AISI Specifications. <br /> Sx and Ma are for stress determination, Ix is for deflection determination. <br /> END BEARING ALLOWED FOR 2. 0 IN® IS 0. 190 X/FT FOR 0. 0296 IN. THICKNESS, <br /> INTERIOR BEARING ALLOWED FOR 3. 0 IN. IS & 532 X/FT FOR 0. 0296 IN. THICKNESS <br /> END BEARING ALLOWED FOR 2. 0 IN. IS 0. 297 K/FT FOR 0. 0346 IN. THICKNESS <br /> INTERIOR BEARING ALLOWED FOR 3. 0 IN. IS 0. 729 K/FT FOR 0. 0346 IN. THICKNESS <br /> END BEARING ALLOWED FOR 2. 0 IN. IS 0. 607 K/FT FOR 0. 0460 IN. THICKNESS <br /> INTERIOR BEARING ALLOWED FOR 3. 0 IN. IS 1. 280 K/FT FOR 0. 0460 IN. THICKNESS <br />