8118 BEVERLY BLVD 2023-06-26 - Laserfiche WebLink

CUSTOMER 1 . MODULE CONSTANTS 3. SITE DESIGN LOADS 4. LOAD COMBINATIONS 5. FINAL DESIGN LOADS MAX. MODULE DIMS. DEAD LOADS LOAD COMBINATIONS FORCES PER PANEL ASD DISTRIBUTED WIDTH 41.50 IN 3.46 FT MODULES WEIGHT 65.00 LBS CODE FORMULA ABBRV. NAME RESULTANT LOAD DIR. LENGTH 88.00 IN 7.33 FT EW STRUTS WEIGHT 12.45 LBS D1 DL LOAD (LB/FT/PC.) a E HEIGHT 2.00 IN 0.17 FT MISC HARDWARE WEIGHT 5.00 LBS D2 DL+LLR DL DEAD LOAD 82.45 -11.92 -Y WEIGHT 65.00 LBS TOTAL DEAD LOAD 82.45 LBS D3 DL+SL LLR ROOF LIVE LOAD 126.81 -18.33 -Y AREA 25.36 SQ FT PRESSURE 3.25 PSFD4 DL+0.75SL SL SNOW LOAD 454.95 -65.78 -Y _ DISTRIBUTED LOAD 11.92 LB/FT D5 DL+0.75LLR WLH1 NAND HORIZONTAL AT(LRFD) 350.69 50.70 +Z D6 DL+0.6WLH1 WLH2 WIND HORIZONTAL AWAY(LRFD) 350.69 -50.70 -Z RACKING P-DER 2. DESIGN CONSTANTS D7 DDL+O.7 LIVE ROOF LOADS DB DL+0.7ELlL7 LB/POST D9 DL+0.7EL2 EL1 SEISMIC LEFT 318.31 +X SNOW LOAD CONSTANTS PER PANEL D10 DL+0.7EL3 EL2 SEISMIC RIGHT -318.31 -X SOLAR RACKING W LOAD 126.81 LBS D11 DL+0.7EL4 EL3 SEISMIC NORTH 318.31 +Z 20-345 COUNTY ROAD X PRESSURE 5.00 PSF D12 DL+0.75SL+0.45WLH7 EL4 SEISMIC SOUTH -318.31 -Z RIDGEMLLE CORNERS,OHIO 43555 TERRAIN TYPE C DISTRIBUTED LOAD 18.33 LB/FT D13 DL+0.75SL+0.45WLH2 (P) 419.267.5280 EXPOSURE CONDITION FULLY EXPOSED (F)419.267.5214 EXPOSURE FACTOR 0.90 Ce D15 DL+0.75LLR+0.45WLH2 6. ANALYSIS RESULTS: 7. ANALYSIS RESULTS 8. ANALYSIS RESULTS WWYLAPASOLAR.DDM THERMAL CONDITION UNHEATED SNOW LOADS D16 DL+0.75SL+0.525EL1 ASD RACKING TYPE THERMAL FACTOR 1.20 Ct PER PANEL D17 DL+0.75SL+0.525EL2 (ANCHOR C H 0 R P 0 S TS): ASD (BALLAST): ASD D IMPORTANCE CATEGORY D18 I DL+0.75SL+0.525EL3 IMPORTANCE FACTOR 0.80 Is GROUND SNOW LOAD 40 PSF READYRACA, ROOF SURFACE TYPE SLIPPERY TILT ANGLE 25 DEGREES DDL+0.75SL+0.525EL4 STEEL CODE CHECK SUMMARY MAX/MIN REACTIONS MAX/MIN COMBINED SUPPORT REACTIONS VENTILATION VENTILATED WIDTH 3.46 FT D22 0 DL+0.75LLR+0.525EL1 DEPTH 6.65 FT D21 DL+0.75LLR+0.525EL2 STRUCTURAL ENGINEER Q RECORD SLOPED SNOW LOAD 19.79 PSF D22 DL+0.75LLR+0.525EL3 DESC. CTRL EQ. ®DIST. RATIO STATUS REF. DIR. SIGN LOAD (LBS) LOAD COMB. DIR. SIGN LOAD(LBS) LOAD COMB. D23 DL+0.75LLR+0.525EL4 MAX 812.2 D9 MAX 780.5 D9 WIND LOAD CONSTANTS AREA 22.98 SO FT FOUNDATION D6 4.17% 0.31 OK X X D24 0.6DL+0.6WLH1 POST MIN -812.2 D8 MIN -780.5 DB I �, RESULTANT FORCE 454.95 LBSl� �II��[0J D25 O.6DL+O.6WLH2 CABLE BRACE D9 0.00% 0.86 OK MAX 1435.9 D72 MAX 2601.6 D3 CJ DISTRIBUTED LOAD 65.78 LB FT Y Y RISK CATEGORY I D26 0.6DL+0.7EL7 EW PURLIN D3 0.00% 0.97 OK EO.H1.2-1 MIN -336.3 024 MIN -171.4 D27 arch tecta a engineers VELOCITY PRESSURE COEFF. .85 Kd D27 O.6DL+0.7EL2 HARD BRACE D6 0.00% 0.58 OK Z MAX 1162.3 D25 Z MAX 1016.1 D25 D28 O.6DL+0.7EL3 NS CHORD D16 82.50% 0.96 OK EQ. 111.2-1 MIN -1163.2 D6 MIN -1016.9 D6 360 W_DUSSEL DR. EXPOSURE CATEGORY G WIND LOADS GUST EFFECT FACTOR 0.85 D29 0.6DL+0.7EL4 MAUMEE,OH 43537 TOPOGRAPHY FACTOR 1.0 Kzt PER CARTRIDGE IPI 419.725.7161 IFI 419.725.7160 ENVELOPE WIDTH 3.46 FT ENVELOPE HEIGHT 3.10 FT PRomsI SEISMIC LOAD CONSTANTS AREA 10.72 SQ FT NAND SPEED(3-SEC PEAK GUST), VMIt 110 MPH 4 ti RISK CATEGORY I VELOCITY PRESSURE 22.35 PSF h RESPONSE MODIFICATION FACTOR 1.25 RESULTANT FORCE 351.00 LBS i M SYSTEM OVERSTRENGTH FACTOR 1.25 DISTRIBUTED LOAD 50.70 LBS A DEFLECTION AMPLIFICATION FACTOR 1.25 CHAP. 15 ALL OTHER IMAGE FOR REFERENCE ONLY - SEISMIC FORCE-RESISTING SYSTEM SELF SUPPORTING STRUCTURES � ZL SEISMIC IMPORTANCE FACTOR 1.�0-�E�R SEISMIC LOADS STRUCTURE TYPE ALLSYSTEMLONG-PERIOD TRANSITION PERIOD 1SEC PER CARTRIDGE W MAX SHORT PERIOD ACCELERATION, Ss 1.670 G MAX 1 SEC PERIOD ACCELERATION, S1 0.750 G Q SITE COEF. SHORT PERIOD, FA 1.0 SITE COEF. 1 SEC.PERIOD, FV 1.7 HARD BRACE Q SITE CLASS D DESIGN CATEGORY E EW CABLE MAX HEIGHT 6.70 FT Cs 0.80 WEIGHT OF STRUCTURE 13,528 LB Z SEISMIC BASE SHEAR 10,823 LBS SEISMIC BASE SHEAR - PER RACK 10,823 LBS e LOAD PER POST 318.31 LBS ^ O a L� I Q e s B BENT FOUNDATION UPPER FOUNDATION POST Z POST (LOWER) U - Q WIRE MESH BASKET SHEET REVISIONS REV.DESCRIPTON I DAIS Al M 6 MEMBER SUMMARY % DESC. SECTION MATERIAL APPROVED UPPER FOUNDATION POST 1.9X0.120 A570 GR50 DRAwN REMEMEO APPROVED SIZE 1 FOUNDATION POST BENT FOUNDATION FOUNDATION POST 2.362X0.120 A572 GR50 ET JR JD D ELBOW sNEET NAME VEE BRACE(EW) CABLE BRACE 1/8 A36 Y DESIGN & ANALYSIS BALLAST SECTION SUMMARY = HARD BRACE HARD BRACE 1.66 X 0.065 A570 GR40 Z PROJECT NUMBER READYRACK 25' TILT NS CHORD CEE 4-1/2 X 1-3/16 A572 GR50 X RRG25WA-003 40 PSF SNOW EW PURLIN STRUT 1-5/8 X 1-5/8 A572 GR50 ORAMING NUMBER REV. 110 WIND S.700 A