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# MECHANICS OF MATERIALS CVEN 305

Texas A&M

GPA 3.77

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This 91 page Class Notes was uploaded by Jaylan Rath on Wednesday October 21, 2015. The Class Notes belongs to CVEN 305 at Texas A&M University taught by Lee Lowery in Fall. Since its upload, it has received 12 views. For similar materials see /class/226109/cven-305-texas-a-m-university in Civil Engineering at Texas A&M University.

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Date Created: 10/21/15

CVEN 305 CLASS NUMBER DATE 13 i O8 PAGE r VALUE OTQ AM DLAGRPF39M 7 MM MM 4hpgqgm3 4Nlt CB EI CVEN 305 CLASS NUMBER DATE PAGE E CT PA I T645quot ltrMc1 l LL 395 MM 84 Ikam 3 5 EEGm g9 WZSOMGT BX ZOBOwkIOM MB vooagamqum af x WANma 888 M190 CVEN 305 CLASS NUMBER DATE sz hx C 23 GWW W 392 Mam Gl szQM I j B aM V I v g I J V 4139 WW f MW ZMJZO M f8m S M J J 39 i E 3 M 39 394ajm lzf e zaem 5 29 39sww N quot I quot 5 W826 S 5 32 wso x50 5 324w 39 WIZZG 34 tl IltZZ39 s gt 282 WMWWW ZO CVEN 305 CLASS NUMBER DATE PAGE j r 01214 39Q V MW 73 n p2 I I 6 2260M 39 k 1 i0 22 5 1 I DOCD M M WWW 1 2 1 ET mlt4qltPTO INFT 391 E 20 f 39 ZCIJgtINas 1 203 39y Tm3r w mch 3 334153 39 39 n W i 6 4 ax m 2 M S quot I 334w 39 mjwz 39Zoiiww39fDK CVEN 305 CLASS NUMBER DATE L Z5 9 PAGE PO 6 QO 1 I 3 WEEWW 39 f r quot W quotCARDBOARD 1 TD 1 39 ELL 1 12m 1 POLYCARBOMftVE WM Seat How 1 General examination rules 1 Do not put your completed work on a desk or on the floor next to you or anywhere it can be seen by others If any part of your work can be seen by others it will be confiscated and you will not be permitted to rework those problems Place it face down on your desk under your existing work 2 Please remove your hat If it is part of your head turn it around backwards 3 If your work not legible or if your logic cannot be followed at a glance it will receive no credit This paper must be written to acceptable engineering standards or it will receive no credit 4 Each problem has the same value 5 You may work on your own paper or you may use paper supplied at the front of the room 6 Please read the problem very carefully Working out the correct answer to something not requested wastes valuable time and is worth zero points Ethical Standards Upon accepting admission to Texas AampM University a student immediately assumes a commitment to uphold the Honor Code to accept responsibility for learning and to follow the philosophy and rules of the Honor System Students will be required to state their commitment on examinations research papers and other academic work Ignorance of the rules does not exclude any member of the TAMU community from the requirements or the processes of the Honor System quotOn my honor as an Aggie I have neither given nor received unauthorized aid on this exam Signature of student Please do not open this exam until you are told to do so 750 Appendix C Properties of RoliedSteei Shapes W Shapes WideFlange Shapes US Customary Units 0945 0600 20300 7800 1110 152 439 140 383 238 99 68 259 154 704 210 407 157 291 187 W18 X 26 2 quot L 769 649 11200 0940 0590 1910 204 784 220 11035 0680 0425 1330 146 773 152 7495 0570 0355 800 889 738 401 6000 0 425 0300 510 576 704 153 10130 9 6730 196 5025 0420 0255 245 353 565 891 5000 0335 0230 199 290 554 700 394 266 276 261 107 165 512 122 58 354 108 280 104 39 Problem 1 Draw the shear and moment diagram for the beam loaded as shown W 3 kft L1 8 ft L2 10ft L34ft 31w MH A2546 Bk L f u mu war 21 R1 wequot b39zmu qq haw1w R1 v mm 0 R7quot UPI R2 6M ZH gt LIQMFJ39 549 R who 35 39ikipr quip 4 P j er 2 A A 1 Pfquot8gt ttbtcmp z Pm lSEt l pw an LipH a 1 f g Izni iv 95 J 1 Fifif r r v 23 L 1 5 I J I ow Aa a 425 25m 1 68m kipquot 39 a k 39 J if I E 3lquotyjaf A q likwf39 quot14 39 a t khan 1439quot gt I y 5m8n11zqo I p Lean 1 3 nip 4 Problem 2 The eight foot long W30x173 wide ange cantilever beam shown below is supported on the left end at a wall Loads P1 100 kips P2 1200 kips and P3 12 kips are applied as shown Determine the stress occurring at the top right corner of the beam at the wall point a Omit the weight of the beam xw p 3 IV 2209 i V t g um i 17quot 5 W b 9 L 71 5 23 h A P2 h m L V I L C I mqum P3 but 6 mo Book as W a n WBL Ks T m39m 9 v f S 3L9 g g l LOtBKv 3 3 A 50 9 4 5 5 gemme 6quot j 2 QWW 2 HM 6g me is a mazes w memng 7 Problem 3 Solve for the maximum principal normal and shear stresses for an element with ox 20 MPa tension 5y 30 MPa compression and quotcxy 15 MPa down on the left vertical face of the element You can use either Mohr s Circle or the equatiOns 69 1w W W39 x quot r ig g i ig fq W V I 55303 ofm lg 69m 3quot run cow E r awnmu u 39 Www W m Problem 4 Design the thinnest wood beam shown to safely carry a uniform load of 2 kipfoot over the right half of the beam You can omit the weight of the beam The beam is 10 feet long by 12 inches tall Determine the minimum width of the beam required The allowed compressive stress for the wood is 8 ksi allowed tensile stress is 12 ksi and allowed shear stress is 2 ksi 6c 6139 Mtr5 32311451 rst lu s 7KH S39 39 I Iswtf WH MH W39 6 EL V awn Gel I pm wan 2 me A agaotcn39n W 3 249 94 fm g quot ta 2 02507 01 quot lt mi ik k ax hquot Hr W t as t a a is Lattewin W the W555 mg will be b l j g39rquot u g 1 2 mng glared WW W4 i443 allowed mm in firmax it 3 g rstquot Waa W K a M Z 417 W 29 M m 900 3 igg kxngQ4 m 39 Q quot3 A wlmgm i 00 N K I W v V 4 Q E W 1 OO 9 21 g a V amp MMww v lt 2 War 5 J 73 W I 0 O ZEW 4 T Milka3 Problem 5 The rectangular hollow steel beam shown below is 20 cm deep by 8 cm wide outside dimensions The walls are 1 cm thick The maximum vertical shear on the section from a shear and moment diagram is 120 kN Determine the maximum shearing stress in the beam A am yqu rvv wxa 39 VMAXlLDm 13 9F 4253 XKCFFOM i MAX SHEAR 060125 N CENTRW 200 3 a L quot V lEVJI L g lotwi u ag wif tw 5453 a 23965quot 11 Z 3 3 m I W WW Mime ll H I 39 v0 OeAV 8m YMM ZCM ll D K39J 6 f m uhT li GQ Z W Q IOCM low can Gem 1w lufcm l57c q 3 7 3 M Living WW0 m 3 amwmm Per 4 2kl47357 w gm lo M 3637 3999 Seat Name W 2 General examination rules 1 Do not put your completed work on a desk or on the oor next to you or anywhere it can be seen by others If any part of your work can be seen by others it will be confiscated and you will not be permitted to rework those problems Place it face down on your desk under your existing work 2 Please remove your hat If it is part of your head turn it around backwards 3 If your work not legible or if your logic cannot be followed at a glance it will receive no credit This paper must be written to acceptable engineering standards or it will receive no credit 4 Each problem has the same value 5 You may work on your own paper or you may use paper supplied at the front of the room 6 Please read the problem very carefully Working out the correct answer to something not requested wastes valuable time and is worth zero points Ethical Standards Upon accepting admission to Texas AampM University a student immediately assumes a commitment to uphold the Honor Code to accept responsibility for learning and to follow the philosophy and rules of the Honor System Students will be required to state their commitment on examinations research papers and other academic work Ignorance of the rules does not exclude any member of the TAMU community from the requirements or the processes of the Honor System quoton In honor as an A ie I have neither iven nor received unauthorized Or this 99 exam quot Signature of student Please do not open this exam until you are told to do so 750 Appendix C Properties of RolledSteei Shapes US Customary Units W Shapes WideFiange Shapes W36 X 300 883 3674 16655 1680 0945 20300 1110 152 1300 156 383 135 397 1 1950 0790 0600 7800 439 140 225 377 238 as W30 X 173 508 3044 14985 1065 0655 8200 539 127 598 798 343 a 99 291 2965 10450 0670 0520 3990 269 117 128 245 210 W24 X 104 306 2406 12750 0750 0500 3100 258 101 259 407 291 68 201 2373 8965 0585 0415 1830 154 955 704 157 187 220 394 11200 0940 76 223 1821 11035 0680 152 276 50 147 1799 7495 0570 401 107 165 35 103 1770 65000 0425 153 512 122 16475 2660 15500 1090 10130 95 730 03 6 582 26 769 1391 5025 0420 0255 245 353 565 891 354 108 I 22 649 1374 5000 0335 0230 199 290 554 700 280 104 39 Problem 1 Solve for the maximum principal normal and shear stresses for an element with 6x 40 MPa compression O39y 20 MPa tension and txy 8 MPa up on the left vertical face of the 39 element You can use either Mohr s Circle or the equations C 8Mo 4OM pm Pa mm M m 04 M 3quot l l Problem 2 Design the thinnest wood beam shown to safely carry a uniform load of 3 kipfoot over the right half of the beam You can omit the weight of the beam The beam is 8 feet long by 14 inche 39 1 Determine a the minimum width of the beam required The allowed compressive stress for the wood 39 allowed tensile stress is 14 ksi and allowed shear stress is 3 ksi l c 2 61 EL 2 to KW 1 M BKF19Flt oltlz Fi8e4NK Wm 12 Z i C ILlNZ 7N M W 3 OK Va T 8Q HNK7 N b 864MJltWM Mi ZoUSm 2287 397 10 A W 2 MB lt77Ni7 kn 37 IN Ar BKPT 4 FT 228397EI4 b M Itm E lo 3 Ll m lt 7 m lt 63 M 042911 quot 2287 I 5K 5 t I AISix Problem 3 The ten foot long W24x104 Wide ange cantilever beam shown below is supported on the left end at a wall Loads P1 80 kips P2 1000 kips and P3 14 kips are applied as shown Determine the stress occurring at the bottom left corner of the beam at the wall point c Omit the weight of the beam 4 Mm 50 I 06yquot I n K Wt L 3980 qzmmemw 1L 39 33 55gt W f a 4quot 3 NW ao wm 39 3quot 732 I IdFT W m 39 3 407N Problem 3 The ten foot long W24x104 wide ange cantilever beam shown below is supported on the left end at a wall Loads P1 80 kips P2 1000 kips and P3 14 kips are applied as shown Determine the stress occurring at the bottom left comer of the beam at the wall point c Omit the weight of the beam 39 Pl F 0 Es W gow p Cl W b 2 A v w gtP2 sow 9 L 417 L 39 I C P3 WW Am 01g lUOOL vlp m 53 m 7 t W n i quot 306fm VAN 3amp6 0 2 1quot laawmwmmw 3 4 WCW roeXnVPwQ 400 loquot g 0 Log g LL F f x a go I w a a 4 lg n 5 quot 3 A a g 268 Problem 4 The walls are 2 cm Determinefthe rectangular hollow steel beam shown below is 18 cm deep by 10 cm wide outside dimensions The thick The maximum vertical shear on the section from a shear and moment diagram is 180 kN maximum shearing stress in the beam 3 2 Ryquot quot2 Z 2 W OW iaml3 i 2 3488W4 w W Q 9 walllc mlflgl mxtmxg tater 3 T V0 399O mgtZ58W 332sz lat 54839cgom f 40 313qu w 6391 W1 M T Wm M Amy osxequozmxcz Cmz Q 2 373290990 N m 2quot W 6396th Problem 4 The rectangular hollow steel beam shown below is 18 cm deep by 10 cm wide outside dimensions The walls are 2 cm thick The maximum vertical shear on the section from a shear and moment diagram is 180 kN Determine the maximum shearing stress in the beam IL 1 lg me T J hoow 1 2cm 06 2m07h Wm Ia a E 5 u 3 b g f a c 3 m 3 Mommas Haemwcwcmu Ls q OCM 3 em 0 0 cm 3 aw 7 a em 2 2 rm ELM lL Cm 1 gt13 Q Wm 99 moan 52 west Q AME Mmqu 0an Gland w 3i 30m10m 33cym 3580 6 1 QCM 10M ZL lQm imam t V G 3 Ramooom gammy was m3 Liam Ymm 331502 MLma 1 lUDQm I Dggm ema m m 1 OZ M ma YTMQX 7 3 9 AAle Problem 5 Draw the shear and moment diagram for the beam loaded as shown L1 4 ft L2 10 ft L3 8 ft W 2 kft 2 KF r A I R24 Z FAR OQKFT 4Ka 39quot R3080 L4 Q7l lt p MRLEQ 230430541 vi 181 lt f 25 ea m 32 t A gg w39 m 3 V I 4663 my a a 39 a 39 4107 8 K CVEN 305 CLASS NUMBER DATE PAGE 2 CVEN 305 CLASS NUMBER DATE PAGE 2 71gt HWWW 3 WWVQ RJG EW 51P GM we W3f CVEN 305CLASS NUMBERg 4 DATEfLi ag PAGEi 9 7 9quot 1 PS 39 4 39 W 200 g WWWMMWMWHI 1 L H m E 0 g E N CVEN 305 CLASS NUMBER 3 4 a4 95 203194 k x K m 6 t 2 pg 50 CT 3 i 1 PA i PAGE 2 Q CVEN 305 CLfgS NUMBER 0 DATE gt W ED 3 Eegw gw 2 AMEquotN5 A355 m Cf quot 392 A 6 3 AE 95 a V I 1 y i CVEN 305 CLASS NUMBER DATE PAGE 4 I RA ES 30x 350 A 2M 39 RC 1 3 E i 9 E f zer39OOZAZf I I 2 Warm N Gramm a I aoaz azmg 20 0 kZmFA I ZINZ BO NoamNZ Ease 5 QAZQCHEEQ A SELLTONLL 59L I m jfszak 333ng a m 3 W a l 1 m Egg Petg a p Em T3 3 O 5amp6 40 WA 2 me ag gBC L g gc 83 n w f cquot r 13 5 K A 0 P ER Ea W5 Ling P v Lag 346ij w 2 139 3 r 5 f wge J y a immmawm my 4 Ex 523 at K N b A E A If 939 LN J a 143 rawquot N W 2quot P L M PM L P Aquot V 7 r M mm W wg39 5x 2 if y 45 3 K W Lu 3 w i h 3 r1 if i K Q r u f Q m n mmmmmvn wOeroZLw N H O LTAUMImD a p m ii N H WE w L7 M may Hrm sz m Nimvnq v E m M 0P9 93gt 5 A H WNW mhg mmw 0 FN s Hm b r P E 1 5 bampwrm0 13 V1 mm 39 7 7 7 77 a goel sm 5 52 53 a omco iSm 5 AO NO15YD My a 0399 WG 3 25OXIdZOOXJOQNm 2 w W5C mi 103N10 Bomb 06 week 5m m 3 30 NOquot Cam 200 X KDQ MW Zoox Hicim 1X 200507 NM 2 3 B39EVJO 5 L QSYJOM 3 47275 W0 fWL if 3 x ix w 23gt h 22 y 5quot r W 7U Qiktfgyiv Q Nfi w 2R3 lt lt6 Wop or 3 7 SXO j 19 75W5 C5 DIXC 4c 725x zowil46x55 2 987Q7SXOm RB 1123 wow WWWWMquot 55quot a 7 wequot g AWN EltQ33 2 50 ig om z lZ m M u V 201154 wo w 1154 m CVEN 305 CLASS NUMBER DATE PAGE rHM AT 270 draw WMQww wWWWWWMM quot m p i 2 GO F 39 1 39A ZNZ E BOAgK j T IA Z i T E L E I 1 8T 2 QBgt4 b mWB ZQOOF 20 H 21991 1 EBVOt D 39 r r RLHRM 39 I Sfco Om lt6 R L E mm BwzoiZMFT W E I V gigbl 33C NOSEW CVEN 305 CLASS NUMBER DATE PAGE 3 A Wm ammummauwawww Wm m M CVEN 305 CLASS NUMBER Q DATE i Z PAGE L C Eocri 1 V I r 05 i f g was 1 5 Wk 5013 yd 395950 PM I 39 39 1 i 6 I I 6 i39 j i I 39 CVEN 305 CLASS NUMBER 0 DATE L E g PAGE 2 Jtl 7M Miro 39 ITQA s poa S D 93 Mc omm I T kwspomw 1 0 CETWP Me GBo W V 39 ESOF F39 x CVEN 305 CLASS NUMBER DATE PAGE 3 1 Egan r I 7 m 39 323 I 39 w WJ i M W WWW m62m 4 m CVEN 305 CLASS NU fQ 1 DATE PAGE if quotgt w12Awwrammw 3 i q 7 gm Zg 12 10 WM 0 39 6 IS q M A rrquotquot 39 39 300740 N NA y ES 4 2m 6 Pa I militaog ZOO 0l5o hogMl W i H O IS OAOQa I I 2 O39oOqWV l V 39 39 39 opiaa z w L W4 0 C 3638M O ml I 39 M 54 9358w wi SW i E i V GTUP 7 m 2gtlt103um0i3362m Zgrs Wo uzmz 3 7 q 358xo bmv I 39 I 139 EI00 g i bmm 239 I i I j I I G 3 MC V 2amp0 owemm 39 39 STEEL ff 7 W3 1 WWW 3 77 M 1 f r f Q39358X lbk m l I VTENSION 91 K Ewood 12 GPa Esteel 200 GPa 150mm across top gt 150nnn 39 150 mm quot t C N J 20mm 50mm 20mm a b 7 n 12200 006 b steel top 006150 9 mm Stress in steel stress in steel from McI Stress in wood stress in steel spread over a larger area so Stress in wood nstress in equivalent steel 7 Concrete assumed cracked within this region A CVEN 305 CLASS NUMBER DATE PAGE 31 60MB ILJE39D Smgssgs 3214 7 I I aqa D I 1 03 gm f ZM 6m gmom 1 met7m 39 lZ gtltI H MM f m lzm K A Pd 3 Ii 7 bagZ 12 lt390quot22 H967 IN 44 C 39 f qeKar 43 CVEN 305 CLASS NUMBER DATE 39 PAGE 19 A CVEN 305 CLASS NUMBER DATE PAGE 1 N W 220 MM x ML lt90 i I X 42 Z CVEN 305 CLASS NUMBER DATE 1l Z0 o8 PAGE l k X 7 a V 4 m if b b W212 bl TCZMYLOZ Z 39 39 94 b IL7521N Pm T25 CVEN 305 CLASS NUMBER DATE PAGE ETEE L meso cm V V EQ4IM LO5IN 3 3Z LwMOO Z V Z 577N4 P A v W 2 Z 2 0 f 5 4 W 3ltQ06W 808 0 391 565M A BWIKSSM Ow3 mX05QP i 4 rg 261 823 A 265 a 21qoo5I MZ39WC 539839 14Mquot 39 2ng v ZMP 2 CVEN 305 CLASS NUMBER DATE PAGE E 3 7lt 2 E 57 Steei Short columns Intermediate columns Long columns Ler A 2636 N 247 Waz j 0 0390 239 OI Q Q at i i QSEMtZJ39roF OH QDL 4 MCW N 39 LAW aag OvN M64 AW W 518 mm w CVWe 01 3588 j gf 5 5 47Igt20 0 FT bL 59km l33 7 Z I A AK 3 h W J 39 039a11 167 0 50 100 150 200 Mr Fig 1029 7 70 Ld CVEN 305 CLASS NUMBER DATE PAGE 3 w 12er we I6 I MM 155 V 2 2 4 A39ZIL rL N r3 ydbl Lr31 2 9184327 I I 39 q 3 33013 39 J fmE558 k g 6 Efsa 13w zea0mzr I I u 23qu 683 M97 R22quot 2 AM 213233513414 16 4d EVEN 305 CLASS NUMBER DATE 1 1 2 lt78 PAGE 6 z OA r QA Tammi 7639852112437269 A quotquot 39 21 003mm CVEN 305 CLASS NUMBER DATE w 23 i QEOQP 2quot iEIr 2 5 Cz 833K be IZ NH Q J 39 O WW1 f 39 W 039 f3 1 05mgt 45 018492142 6 433mm 5 BR zigzagMW W1 f 39 razafm eo OzMPr 73 20457WNZquot 1 Os 2 KWg F QodoPrz quotlt 30 IQ W 39 M 155K4093 oao wh m j a mmzmFr 1 1 30 w PAGE g M lt Z Z1 m 5 K I N I 0 lt3 WIN 02 I T 3 Fl 0 1 d Ac CVEN 305 CLASS NUMBER DATE PAGE if l l V X I I V K A a 90K hoquot 7 I VGZWW I t6 20 1 2 1 i l t 1 j CVEN 305 CLASS NUMBER DATE PAGE K W K w 26 a 2quot XE L waa f Le 0 4 Z gtOL I 7 MOOAF2K ltMzggt I J 2 3 P gtwllt Mogt AF I 2 E1 gtF T M 2 Pigslt1 910 M 5 O 32 CVEN 305 CLASS NUMBER 2 DATEE 23 2 PAGE f i 9 25N 3 ZOKMZOocmZOO We a quot 6 CVEN 305 CLASS N MBER 2 DATE La PAGE Z w A 6 V g 7 V L L 13 39 I I I 7 M Va z N M quot vL 39 v 39 a 9 i3 39239 5 WW Vega CiM lt 505 m i w 1 aw N i 32 TL 1 39 i W i CVEN 305 CLASS NUMBER 2 DATE E E OPAGE Z gjj n MW 5 CVEN 305 CLASS NUMBER A DATE E 39 I AW39 w Mm F ZINE g i T PM memezg39ioiisgwg EC f Aac 1 i ZI39N39 i I M I i C c g 3 MiloocmeG CVEN 305 CLASS NUMBER Z DATE 3 f PAGE 5 CVEN 305 CLASS NUMBER DATE 1 39 3 PAGE 5 I F I 1 L I V 39 1 quot 397m F PK 37157009 t r r i 39 ZF V lt3 z BV y 5mm ZQON By 370M V 39 quot Z F H C Bzg CVEN 305 CLASS NUMBER Z DATE EE Fi PAGE Z 7 CVEN 305 CLASS NUMBER DATE PAGE ZQ Jquot y f x 4 lp J I l t zfg K i x a 1 5 a O g r A 12 quotK A 39 4quot H K 5 f Km FE ED GE REF KNIFEquot 80M A AZLA3 33 looWMXBOOMC 600 5 rg 8 M wm g quot39 BB CDOJOOOvag 1 l 300 M WEE W W 35900 cogm3 mo 1 y I a 12an I OOXK OOX SC g E lgr 391 M25 80 loo 500 434Q Z39 5 3 Iava X 335 a M aquot A C M 6M M arrW34 Z d A 2 my I W L 3ng W e MM Q 6 GEM 2 119676 L a 9 Mg 12 WC go 3M M v m MCr 6 EC M EC in gt1 c k 639 57 M O 91 CVEN 305 CLASS NUMBER DATE PAGE i gt 39 up i 4 39 CVEN 305 CLASS NUMBER DATE PAGE 5 igt 1402 1 a cam 04m zaewd Ot FBSquot 035 39 I f 1 ercla if C f 4 E7 JAGM O3m0 lm V 257310 1113 I2 3 3 0 a his 008m0e gtml MILix IO 39V 2 v Z39 Z j 4 4ltltgtm3013mfi quot 5m3 r L I MFT Z V 3 LT O O a I Z 39 A 4 am AZ J TOWL Lb Io j1 I L rl I T CVEN 305 CLASS NUMBER DATE PAGE 2 1 I a 63 CVEN 305 CLASS NUMBER DATE 1 L I 1 gt44 i 39 I W 8W j L1 t f CVEN 305 CLASS NUMBER DATE PAGE i I V I 39 i swear Sq HO 394 QwP g aft T FPW 49 AW 3 k 63 3 2 a M I 393 A l2 an m v a 1m Lagazw m 39 2 39 j I CVEN 305 CLASS NUMBER DATE PAGE 7 mag 41 W m g oltampilo New f3mwe je CVEN 305 CLASS NILM IaER DATE CVEN 305 CLASS NUMBER 39 6 x 544 Ewm18 7 1426 I L I 0 j r ZOO 10 o 39 amigoltZJbaw o E h I 2 i 2 i i 13W Q O 2 q Qu 14 I 39 29 O 6 J 2 a gt CVEN 305 CLASS I NUMBER 0 DATE 7 Z52 PAGE I 39 8 39 Co VEK 55 7 29 Z c 39 Cove1L4 l4 17 nHr 45 285 0ng CARP S 263QZ00 0 X Ex 8a3mquot 39 CVEN 305 CLASS NUMBER DATE h PAGE 2 62x Mm Cxx A 100Y85 gt l wl I IX m 853MLf x 38Knb quotquot39 Msk I i 2 83 KS Tm 39 y Omf Q 139 01 I38NSL t C 6 GE 355 M3 9 38K5L 259 93 CVEN 305 CLASS NUMBER 6131 A W K i m z FEM MM K DATE 4 K PrCO PAGE 3 6 MMng i j 4 39 W WNW Iquot Q szf e Q0 3 D1gtTE PAGE f 9 342300114 2 CVEN 305 CLASS NUMBER Mm A39T POWTVD CDM9 E SVOIU MW WWW m ArPowr A L k x CW 3 r I ff mwglw V 02x MxxCxx 0mSO cad i A39 I quot 3amp3 2m m3j2 1 7 12 if 39 4 W C J owaFDGX ZW M 169 XZ NVIZ M CVEN 305 CLASS NUMBER DATE PAGE 39 204 MI 30kmquot 20 FT E I 39 39 TZBOKFT 40KB IDKFT ng39pmemrbmgm I 39 K Mm x 10 12 x 39 39 r J 392 til OK 1 MW I I I Z MtUALLTO ccc 39 39 I I citM IOKUZIB Cw IZ39 IOK 39 mm Mwww ZOK CVEN 305 CLASS NUMBER DATE PAGE L a JM 2 HFT39 1 a a M c R K avg 46 Ma w MwlgbKFquot N lt1 f gzy 392 MA 4418 3 3 4 WZM39Qgt 139 23 CD Mng p f 2lt4b8gt Qblt 8gt 2 619 2 2393 e 5 a4 QLL39QO gmltgtL39Sgt3 2mg L 2 3I 73 E 339 6 Z If 5 51L 2393 W aw C 2 3 461443141 p x quotr CVEN 305 CLASS NUMITT DATE b 28 PAGE 2 quot7 p 25123 923 4 4 5 V S MZ P WZL ZltN 7 CZ 39Q Z g 943146 391 RBI 1 2 V I I n i 7 Mm Z lt4L Ogt RA ltA Ogt 39 Z 39 3 Z 2 E3lt4L8gt i lt4L8gt 4 r 2 53W 39 A quot Ww kzigkeama C 3 062 39 a 10 ltAA 9 aha K37 0 EQ AF ugjg J Atcig Q I Pc9 6039 CVEN 305 CLASS NUMBER DATE PAGE embtuw 19 558 WWW Z yMm P I I A I WT I TY 5 4 E Z M I if i 47 5L 39 i 3 V M A mg L Azr 39 5751 AIA33Q A QM WCquot 3 8 RA 1 73ng CVEN 305 CLASS NUMBER DATE PAGE E PAGE CVEN 305 CLASS NUMBER DATE

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