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S T R U C T U R A L C A L C U L A T 1 0 N S for EXISTING SEAWALL at 2668 BAYSHORE DRIVE NEWPORT BEACH CA Prepared for Mr. & Mrs. Harry Johnson Prepared by Richard K. Shogren & Associates Consulting Civil Engineers 12755 Brookhurst Street Suite 203 Garden Grove, CA 92640 (714) 636-1620 Proj. No: 200/422 May 23, 1989 .............. ............. :.... ......... ... .... ..1 ...1 1 .: ... .. ' .....N ....... ........_..:........... .., c hr z..�, O R .... " � Y hlCCkT ► ........ ....... ....... ........ ��,.... P ...... .. .. .... ..... j A ..........L p...G: J ........:. ...... _........ _.. 1....../. 112a1d?" - .....,,�.,v ...... yS ...:....:...... 0 1... ... .� .... .. .... r � ; :..: ``.✓ � ..... .�1`o...Gl.!..Gr.rw7 ...... .CON ..A1J.1""HO r4r.....:: t ..... ...� ....... ........................... T�6 2iy.D L' �. ..:... .1MY,. : •, .:: ;.: .. ...... ...._ :.,: .... .., IOtiP9....5P,4ev..a•f:.t......::.. ... .... 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SHOGREN & ASSOCIATES Consulting Civil Engineers 12755 Brookhurst St. #204 GARDEN GROVE, CA 92641 JOB arrrerrr�. 1., a► 'i a of `Ty- 2 © 9 CALCULATED BY DATE RICHARD K. SHOGREN & ASSOCIATES Consulting Civil Engineers 12755 Brookhurst St. #204 GARDEN GROVE, CA 92641 . (714) 636-1620 JOB CALCULATED BY CHECKED BY DATE DATE 4 — x=- e 6S � SCALE i i is�1`,. �.�+� `�;'* i `� }+ V; i ................................... ..... ..... i t ar. ............... ........ ........ .... .'s............_>..... ............ ..............i.:...........4.............i............. :. .. ..... ...... ..... .. ...... .:... .. ..... : ... ...... ..... .... ..... ..... ... ..:... ..... ...... .. ..... ..... Chi'...:..._ '.................... ...... ...... ...... ...... ...... ..... 1? ... ..... ...... :..............! ..... ....... ...... ......_ _ r LZA rJ , ..... 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OF CALCULATED BY DATE ._ CHECKED BY DATE_ SCALE JOB RICHARD K. SHOGREN & ASSOCIATES Consulting Civil Engineers SHEET "°. 1 of 12755 Brookhurst St. #204 CALCULATED BY DATE_ GARDEN GROVE, CA 92641 (714) 636-1620 CHECKED BY DATE SCALE PRODUCT 204.1 eea Inc, Craton, Man 01471. RICHARD K. SHOGREN & ASSOCIATES Consulting Civil Engineers SHEET NO. OF tQ 12755 Brookhurst St. #204 CALCULATED BY Vet'2 DATE GARDEN GROVE, CA 92641 (714) 636-1620 CHECKED BY DATE_ . ............ I ............ ........... ....... .......... ............. ............. ...... .... . .......... 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PRODUCT 204-1 �� Inc., Groton, M.. 01471. JOB RICHARD K. SHOGREN & ASSOCIATES SHEET NO. OF Consulting Civil Engineers 12755 Brookhurst St. #204 CALCULATED By DATES/48 15 GARDEN GROVE, CA 92641 (714) 636-1620 CHECKED BY DATE i-11i ............. .....1-.....Le................. ............. .............. .............. .... .. ..... .............. ............. .............. A F4 k. a I A- PROMU 204.1 Ees Inc, Grot., M. 01471. Zoo/ 74- RICHARD K. SHOGREN & ASSOCIATES SHEET NO. ev OF Consulting Civil Engineers 12755 Brookhurst St. #204 CALCULATED BY DATE GARDEN GROVE, CA 92641 (714) 636-1620 CHECKED BY DATE �1 3 Iz. 0. ............. .............. .............. .............. ............ .............. ... ......... .............. .......... Iz e, ............. ............ f= .......... ......................... Gp P4 P12 ........... ............ r--------- ............. .............. PRODUU241 Inc, Groton, Mast 01471. RICHARD K. SHOGREN & ASSOCIATES . Consulting Civil Engineers SHEET No. �j� of (� 12755 Brookhurst St. #204 CALCULATED BY 4,eh I DATE 5�j� w _ GARDEN GROVE, CA 92641 (714) 636-1620 CHECKED BY DATE : ! d �1 ✓ .............:.............I ..... ......J...es.......�..........c.........................:.............lr........................ �Ir�CZ, '� : : �� L .-........' l y.. .......................... .....,.......... 1 ;...................................... 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[ [ i �_.........0. L� 1 �„P .. .. .:........ `.............'..........................1.............i.......... . ... ': i .. ...... ...... ...... ...... ...... i ...... ...... ..... ...... ...... .. ..,... ...... ...... ...... ..... ..... ..... ..... ..... al: ::............t.............d.............<.............j..............b.............i.......... ...... ...... ........ .................................................. ..... ...... ..... ...... ...... ..... ....... ...... ...... ...... ..... ...... ...... ...... ...... ...... ...... ..... PRODUCT204-1 � Inc, GmWn, Mm 01471. RICHARD K. SHOGREN, P.E. Consntting Civil Engineer U. Jnu..��....� DE/CAASE Version 3.2 Module B-1 v3.5: Single Span Beams Under Transverse and Axial Loads Developed by DVSE Inc. in cooperation with MSC Copyright (C) 1985 (All Rights Reserved) LOADING CONDITION TYPE 2 - DISTRIBUTED LOAD mn)wnor,v CONDITIONS: TYPE 2 - PINNED / FIXED INPUT VARIABLES: L = 8.000000E+00 x 0. C>(X OOC.�E+00 E = 4.464000E+06 1 "° 8. 001)0 0E-1)2 wX = 3.750000E+02 wL = 5.500000E+02 P = 0.000000E+00 Location 6F1) 0.000000E+00 1.600000E-01 3.200000E-01 4.800000E-01 6.400000E-01 8.000000E-01 9.600000E-01 1.120000E+00 1.280000E+00 1.440000E+00 1.600000E+00 1.760000E+00 1.920000E+00 2. i 980000E+0) i 2.240000E+00 22.400000E+00 2.560000E+00 2.720000E+00 2.880000E+00 3.040000E+00 3.200000E+00 3.360000E+00 3.520000E+00 3.680000E+00 3.840000E+00 4.000000E+00 4.160000E+00 4.320000E+00 4.480000E+00 4.640000E+00 4.800000E+00 4.960000E+00 5.120000E+00 5.280000E+00' 5.440000E+00 5.600000E+00 5.760000E+00 5.920000E+00 6.080000E+00 6.240000E+00 6.400000E+00 6.560000E+00 6.720000E+00 6.880000E+00 7.040000E+00 7.200000E+00 7.360000E+00 7.520000E+00 7.680000E+00 7.840000E+00 8.000000E+00 REACTIONS: Ra = 1.265000E+03 Rb = 2.435000E+03 MOMENTS: Ma = 0. 000000E+i i0 Mb',= -3.746667E+03 MAXIMUMS: SHEAR L,o) 1.265000E+03 1.204720E+03 1.143880E+03 1.082480E+03 1.020520E+03 9.580000E+02 8.949200E+02 8.312800E+02 7.670800E+02 7.023200E+02 6.370000E+02 5.711200E+02 5.046800E+02 4.376800E+02 3.701200E+02 3. 020 900E+02 2.333200E+02 1.640800E+02 9.428000E+01 2.392000E+01 -4.700000E+01 -1.184800E+02 -1.905200E+02 -2.631200E+02 -3.362800E+02 -4.100000E+02 -4.842800E+02 -5.591200E+02 -6.345200E+02 -7. 1048r_,0E+02 -7.870000E+02 -8.640800E+02 -9.417200E+02 -1 . 0199211E+03 -1 . 1998680E+03 -1.178000E+03 -1.257880E+03 -1.338320E+03 -1.419320E+03 -1.500880E+03 -1.583000E+03 -1.665680E+03 -1.748920E+03 -1.832720E+03 -1.917080E+03 -2.002000E+03 -2.087480E+03 -2.173520E+03 -2.260120E+03 -2.347280E+03 -2.435000E+03 MOMENT C4, I, 0.000000E+00 1.975851E+02 3.854805E+02 5.635968E+02 7.318442E+02 8.901334E+02 1:038374E+03 1.176478E+03 1.304354E+03 1.421914E+03 1.529067E+03 1.625724E+03 1.711795E+03 1.787191E+03 1.851823E+03 1.905600E+03 1.948433E+03 1.980233E+03 2.000909E+03 2.010372E+03 2.008533E+03 1.995302E+03 1.970590E+03 1.934306E+03 1.886362E+03 1.826667E+03 1.755132E+03 1.671667E+03 1.576183E+03 1.468591E+03 1.348800E+03 1.216721E+03 1.072265E+03 9.153408E+02 7.458603E+02 5.637333E+02 3.688704E+02 1.611819E+02 -5.942187E+01 -2.930304E+02 -5.397333E+02 -7.996202E+02 -1.072781E+03 -1.359305E+03 -1.659281E+03 -1.972800E+03 -2.299951E+03 -2.640824E+03 -2.995507E+03 -3.364092E+03 -3.746667E+03 DEFLECTION (cf) 0.000000E+00 -2.124253E-05 -4.234401E-05 -6.316973E-05 -8.359204E-05 -1.034903E--04 -1.227511E-04 1.412682E-04 -1.589425E-04 1.756824E-04 1.914036E-04 -2.060293E-04 -2.194903E-04 -2.317248E-04 -2.426789E-04 -2.523061E-04 -2.605679E-04 2.674337E-04 -2.728806E-04 -2.768939E-04 -2,794667E-04 -2.806003E-04 -2.803044E-04 -2.785965E-04 -2.755027E-04 -2.710574E-04 2.653033E-04 2.582918E-04 -2.500827E-04 2.407444E-04 -2.303541E-04 -2.189977E-04 -2.067698E-04 -1 . 937740E-04 - ----- 1.801228E-04 -1.659376E-04 -1.513492E-04 1.364970E-04 -1 215301E-04 -1.066066E-04 9.189390E-05 7.756891E-05 -6.381791E-05 5.083673E-05 -3.883076E-05 -2.801505E-05 -1.861435E-05 -1.086318E-05 -5.005899E-06 1.296764E-06 -5.421011E-20 MAX SHEAR = -2.435000E+03 AT X = 8.000000E+00 MAX MOMENT = -3.746667E+03 AT X = 8.000000E+00 MAX DEFLECTION = -2.806003E-04 AT X = 3.360000E+00 rim a foes . 110 KOM -f" W H Q1�4�4 SKIT fll^k � Vtt 41 44 _... je, _ 4 ,. a ,.. ... ... TM z� W t 3 *� OIA L*' x t # i I 3 RICHARD K. SHOGREN & ASSOCIATES Consulting Civil Engineers 12755 Brookhurst St. Suite 203 GARDEN GROVE, CALIFORNIA 92640 (714) 636-1620 TO CITY OF NEWPORT BEACH — MARINE DEPT. 70 NEWPORT PIER NEWPORT BEACH, CA LIETTIE1 (IF ITMOS UTRL DATE 5/30/89 JOB NO. 200/422 ATTENTION - - TONY MELUM RE: PLAN SUBMITTAL FOR: BM JOHNSON RESIDENCE RETAINING WALL 2668 BAYSHORE DRIVE C G > WE ARE SENDING YOU CYAttached ❑ Uhder separate cover via the following items: ❑ Shop drawings IX Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy ofletter O--Change order EX STRUCTTTRAT. C'.AT.C:TTLATTONS COPIES DATE NO. DESCRIPTION 1 SET 5/12/89 plans: Dwg. Nos. C-1 "SITE PLAN & NOTES" (wet stamp S-1 "RETAINING WALL PLAN & DETAILS" 1 SE 5/23/89 STRUCTURAL CALCULATIONS FOR EXISTING SEAWALL "- THESE ARE TRANSMITTED as checked below: k7 For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections KI For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PLEASE NOTE THAT OTHER SITE WORK INCLUDING GRADING IS BEING DONE UNDER PERMIT NO. 736. COPY TO SIGNED: PRODUCT 240.2 Ees Inc., Groton, Mass 01471. If enclosures are not as noted, kindly notify us at once. d)