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Plans 6 6.0/ / / /VV D St-) P -c_. y STRUCTURAL CALCULATIONS TOSCO BP TO "76" FASCIA • CONVERSION 80 MPH WIND EXPOSURE C FOR TOSCO Peyton- Tomita & Associates 954 Town & Country Road Orange, CA 92868 tel:(714)245 -4930 fax:(714)245 -4933 Q O ESS/O,k,, _ E. PEy 4 r4C ) PE) % o p P Ilizt ceusk4 g . No. 3288 +, 14,82 t � c ,. Walt - 11/1111,.♦ —. - 1 -01 , , ORES w ° 9411 R a SZ� cPjq TgUCTV� �Q o q j 21, � o� v OF CAS - \� �Q � D E PE't I• Project: SP FAS(1 A C ` Peyton- Tom & Associates Client: To S L� Structural Engineers En in 712,3(0c-9 g Job No. Date: Eng: F=ASC1 A ( .c�vph L -XP, G> �n 1 ST - �U c _ : _ _ �vo 5 v >=fiSC 1 A 1„.j...) 4.1H S x Z.-4- C s. NMI)) r=a 5 (. 1 A 23 . r.Yr-T I rJ • \N= (1.i)(1.13)(,L.4-x = t9Lo o.s' = 41 p l(Al ')(4 a AC-r -1 (1.145!0 cf>(3.05)(4 ; ) . Zo.4h4 Gan - Eg NoF>: rs (.z.►S6 (z.61 )(p .t,3 4. a It of (Z.bS5 rri) v '3, (or: ( 1.6S1.t4./ )(4 J = 0. �11 - TOP U-FtF h,1tJv 6.6i6 cfllV)( = Iq.°I 4k &Ace 1= ti;S1- 1IIJ • 4' � cc IS pQ a nS 1 9- V ry � L3 4.20. 1S L� _ $2rA Llt -.G D.i' !.IZS ►.12 <� F--- • 61 + 8 4•. -).1 r - e4. -120+► - wt. *177 ei 4o3e - 141 4 - l 6 KRic : 3.5°1 x 1 2 /0.6S{2 485 < ZOO : Lo+- 0.' P : O. 1 9 S Sr;.rc S>•i ?. Z . i FOG Pa Pc_(ZTi a (_N(:C 34.! O 's v _ 21a(..is ce, 4 < 62 ea. �S 52 GO tJ r.) ? C5 2 OJ 1= 3 IA- 14'5 - T} -1 CDA � = C�3�`! , 2 DMZ .J PL) U-- DDS : 1L.1 h < 2(0 432 (Z Leo SZ • 1- 1L —ti4{2 _ 115 4• ). c. 84LotS (iLeD / off 954 Town & Country Road Orange, CA 92868 Tel: (714) 245 -4930 Fax: (714) 245 -4933 PEYTON - TOMITA & ASSOCIATES 07/23/99 EQUAL ANGLES (SINGLY- SYMMETRIC) WITH AND WITHOUT LIPS INPUTS: A'= 3 in. C'= 0 in. ALPHA= 0 R= 0.09375 in. t= 0.048 in. r= 0.11775 in. . 1.BASIC PARAMETERS a= 2.85825 BARa= 2.976 c= 0 BARc= 0 u= 0.184868 2.CROSS- SECTIONAL AREA A= 0.283 SQ.IN. 3.MOMENT OF INERTIA Ix (PRINCIPAL AXIS) Ix= 0.502 IN. ^4 rx= 1.331 IN. 4.DISTANCE BETWEEN CENTROID AND CENTERLINE OF CORNER BARx= 1.011 IN. 5.MOMENT OF INERTIA ly (PRINCIPAL AXIS) Iy= 0.1026 IN. ^4 • ry= 0.602 IN. 6.DISTANCE BETWEEN SHEAR CENTER AND CENTER LINE OF CORNER m= 0.000 IN. 7.ST. VENANT TORSION CONSTANT • J= 0.000218 IN. ^4 8.WARPING CONSTANT Cw= OIN.^6 9.DISTANCE FROM SHEAR CENTER TO CENTROID xo= -1.011 IN. 10.PARAMETER USED TO DETERMINE ELASTIC CRITICAL MOMENT 2.09 IN. 2 °4 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245 -4930 PEYTON- TOMITA & ASSOCIATES 07/23/99 AXIAL LOAD CAPACITY L 3 X 3 X 18 GA. K= 1 L= 3.89 FT KUrx= 35.06 <200 OK KUry= 77.55 <200 OK KtLt= 46.68 ro= 1.777 SIGMAex= 232.80 SIGMAey= 47.59 SIGMA t= 2.75 BETA= 0.676 Fy= 33 KSI Fe= 2.74 KSI Fn= 2.74 KSI ELEMENT W W/t LAMDA ROE B SIDE 2.717 56.594 0.882 0.851 2.311 REDUCED SIDE 2.717 56.594 0.882 0.851 2.311 REDUCED LIP 0.000 0.000 0.000 ERR 0.000 FULLY EFFECTIVE LIP 0.000 0.000 0.000 ERR 0.000 FULLY EFFECTIVE Ae= 0.244 SQ.IN. Pn= 0.67 K Pa= 0.349 K ECCENTRIC LOAD APPLICATION: DISTANCE FROM BACK OF ANGLE TO CL HOLE= 0 IN. ex2= 0.000 IN. ECCENTRICITY TO THE X2 AXIS ey2= 1.011 IN. ECCENTRICITY TO THE Y2 AXIS P= 0.195 K Mx2= . 0.000 "K Pcrx2= 65.944 K My2= 0.197 "K Pcry2= 13.480 K Cx2= 2.12 IN. ALPHAX= 0.994 Cy2= 1.08 IN. ALPHAY= 0.972 Max2= 4.677 "K May2= 1.884 "K P /PaCmxMx/Max *ALPHAX CmyMy /May"ALPHAY SUM 0.56 0.00 0.11 0.67 <1.0 OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245 -4930 3 -��