Laserfiche WebLink
DESIGN DATA <br />1. CODE: 2010 CALIFORNIA BTJILDING CODE <br />2. MATERIAL STRENGTH <br />CONCRETE: Fc' F 2,500 PSI @ 28 DAYS <br />CONCRETE, REBAR: ASTM *615 GRADE 40 Fy= 40,000 PSI <br />STEEL: <br />STRUCTURAL SHAPES: ASIM A36 Fy=36 KSI <br />TUBING:ASTM A500 GRADE B Fy = 46 KSI <br />PIPE:ASTM A53 TYPE E GRADE B Fy= 35 KSI <br />WOOD: DOUGLAS FIR-LARCH ( 19% MAX- M.C.) <br />JOIST & RAFIER #2 GRADE Fb = 875 PSI - Fv = 95 PSI I <br />BEAM & HEADER (4X ) #1 GRADE n = 1,000 PSI Fv = 95 PSI . ] <br />(EX ) #1 GRADE Fb =,1*00 PS[ . Fv =.85.19, 1 <br />POST f4% 3 #1·GRADE ¥b=11000 PSI 1?v =95 PSI ] <br />(6X ) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI ] <br />STOD #2 GRADE Fb = 675 PSI F¥ = 95 PSI 1 <br />SELECT STRUCTURAL (6x, LARGE) Fb = 1,450]?SI F¥ = 95 PSI <br />MA-SONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI <br />NO INSPECTION REQUIRED <br />- 3. SOIL REPORT: <br />fs = 1,500 PSE OR SEE SOILS REPORT <br />4. LATERAL ANALYSIS: <br />A. SEISMIC LOAD <br />V = C W SEE ATIACil-ED. <br />B. WIND LOAD (SIMPIIFIED PROCEDURE) <br />MAIN WIND-FORCE RESISTING SYSTEM <br />1% = AK,12330 ( MINIMEM= 10 psf)r...1 7 --1 <br />SIMPLIFIED DESIGN WIND PRESSURE FOR EXPOST-IRE 6 <br />h = 30 FT. <br />I = 1.0 FROM FIG. 6-2, <br />KN = 1.0 <br />A:ADJUSTMENTFACTORPERFIG. 6-2 <br />COMPONENT AND CLADDING <br />„ 41 =& AK.JIE=d (MINIMUMPOSnIVE +10 psf, NEGATIVE -10 psf) <br />R, <br />7t <br />0 <br />api <br />.F C <br />;31 0 <br />3 = 1.6 x 1,000;000 4 4ION <br />i= 1.7 1 1,000,000 41. <br />C =.1,7 x lo000.990 <br />i 68%94E = 1.6-1 1700,DUO <br />E = 1.7 x 1,000,000 <br />E = 1.4 x 1,000,000 <br />E.= 1.9 X 1,000,000