4094 609@XLG@TT@+Z%.'@ 15 3840@O?7.1<8=8??+???@=I; 1344J"ENG1 IS A SET OF ENGINEERING PROGRAMS. EACH PROGRAM HAS A"%@U@L"CAL-NO.; IN ORDER TO ACCESS ANY PROGRAM IN THIS SET, USER"%@U@N"SHOULD TYPE IN THE DESIGNATED CAL-NO. WHEN REQUESTED BY THE"%@U@O"COMPUTER."%@8%U@P"INDE: 1"%@8"DIRE: 2"%@8"AMPR: 3"%@8"STAF: 4"%@U@R"RAMP: 5"%@8"PIPE: 6"%@8"CONR: 7"%@8"BEAM: 8"%@U@^%8"CAL-NO." @8T@AW@U@ P@A@7CGE1H+PTRIUO]R C 1345Z%8"PLEASE CHECK THE CAL-NO."%8YB]UA$"PROGRAM TO CALCULATE THE INDUCTANCE OF A SHORT SQUARE COIL."%@UA%"INDUCTANCE IN MH." @8T@DW@8"SIDE OF COIL IN CM." @8T@GW@UA&"LENGTH IN CM." @8T@JW@8P?"W/OUTPUT SHORT CIRCUITED) IN OHMS; HO (OUTPUT CONDUCT."%UA?"W/INPUT OPEN-CIRCUITED) IN MHOS; HF (SHORT-CIRCUIT FWD.CURR."%UB@"GAIN); HR (REVERSE OPEN-CIRCUIT VOLT. AMPL.); RL (LOAD"%UBA"RES.) IN OHMS; RS(SOURCE RES.) IN OHMS."%@UBB%8%8T@4T@7T@:T@=T@STA@WUBCP@4P@7CP@:P@=CBQ@M@8P@:@P?9P@7P@SCADQAC8P@4P@MP@SCA@P?9P@7P@SCADQAFUBDP@:P@SCFP@4P@MP@SCADQAI8P@4PA@AP@MP@7PA@CADQAL@8%8%UBE"HI = " P@4!%8"HO = " P@7!%8"HF = " P@:!%8"HR = " P@=!%UBFP?XPAI@)M)ECQAO8"CURRENT GAIN:" PAC!%8"VOLTAGE GAIN:" @UBGPAI!%8"INPUT RESISTANCE:" PAF! "OHMS"%@8"OUTPUT" UBH" RESISTANCE:" PAL! "OHMS"%8"DB. VOLT. GAIN:" PAO!%8[3KUBI%8YMTUBL"STAF WILL CALCULATE THE STABILIZATION FACTOR OF A COMMON"%UBN"EMMITTER TRANSISTOR STAGE WITH SELF BIAS."%@8%UBP"BETA" 8T@JW@UBR"RB IN OHMS" 8T@SW@8"RE IN OHMS" 8TA@W@UBTP?9P@JA@P?9P@SPA@DACP?9P@JAP@SPA@DADQ@G8"S=" P@G!%@8[3K8%8YQLUBV"RAMP CALCULATES THE CRITICAL TIME REQUIRED FOR A"%UBX"VEHICLE TO SAFELY ENTER THE TRAFFIC STREAM OF A HIGHWAY."%UBZ%8"ANGLE BETWEEN RAMP AND HWY. IN DEG." @8TARW@UB\"NORMALIZED LENGTH OF THE ACCELERATION LANE/100FT." @8T@MW@UB^"RAMP SHAPE, 1 FOR TAPERED, AND 0 FOR PARALLEL." 8T@GW@UB P?U@P?RPARCAP?OP@MCBP?LP@MCP@MCAP?IPARCPARCBP?FP@GCBQ@(UB""CRITICAL TIME GAP = " P@(! "SECONDS"%@8[3K8%8YSCUB*"PIPE CALCULATES OPTIMUM PIPE SIZE FOR FLUID FLOW BASED ON"%@UB,"MINIMUM OPERATING COST."%@8%8"MASS FLOW RATE" 8TAUW@UB."VISCOSITY" @8T@%W@8"FUILD SP. WEIGHT" 8TAXW@UB0"OPERATION PERIOD/YEAR" @8TA[W@8"ELECT. COST, $/KWH." @UB2T@+W@8"FRICTION LOSS IN %" 8TA^W@8"YEARLY COST AS %" UB4" OF INSTALLATION COST" @8TA!W@8"YEARLY MAINTENANCE COST" @UB6" AS % OF INST. COST" @8T@JW@8"RATIO OF COST OF FITTINGS" @UB8" + COST OF ERECTION TO COST OF PIPE" @8T@VW@8"COST OF" @UB9" 1-IN STANDARD STEEL PIPE, $/FT." 8TA$W@8"EFFICENCY " UB:"OF MOTOR-PUMP COMBINATION" @8TA'W@UB;PAU@P?CDP?@@EP@%P>=@ECPAX@P>:@EDQAO8PAO@P>7PA[CP@+C@P?9PA^ACP>4@ECQA*UB4@EDQ@MUB=P@M@P>1(B@ZZ.8P?9Q@G@8Y\'UB>P@M@P>.(B@ZZ<8P>+Q@G@8Y\'UB?P@M@P>((B@Z[J8P>%Q@G@8Y\'UC@P@M@P>"(B@Z[X8P?-Q@G@8Y\'UCAP@M@P> (B@Z[&8P>\Q@G@8Y\'UCBP@M@P>Y(B@Z[48P>VQ@G@8Y\'UCCP@M@P>S(B@Z\B8P>PQ@G@8Y\'UCDP@M@P>M(B@Z\P8P?'Q@G@8Y\'UCE%8"REQUIRED I.D. = " P@M! "IN."%@8[3K8%8YVKUCF%8"REQUIRED I.D. = " P@M! "IN."%@8"USE" P@G! "INCH STANDARD" UCG" PIPE"%@8[3K8%8YVKUCH"CONR CALCULATES THE REQUIRED WATER TAMPERATURE FOR MIXING"%@UCJ"CONCRETE DURING COLD WEATHER. TEMPERATURE SHOULD BE IN DEGREE "%UCL"F, AND WEIGHT SHOULD BE IN LB."%8%UCN"DESIRED TEMP. OF MIX." @8TARW@8"TEMP. OF DRY AGGREGATE" UCPTA-W@8"TEMP. OF DRY CEMENT" @8TA0W@8"TEMP. OF MOIST. " UCR"IN THE AGGREGATE" 8TA3W@8"WEIGHT OF DRY AGGR." @8TA6W@UCT"WEIGHT OF DRY CEM." 8TA9W@8"WEIGHT OF MIX. H2O" 8TAJDPA?APAJDBPA3PA?CBPAGP@(BQBB@UCZPBB@P>D(D@Z!$8PBB@P>D(C@Z"'UC\%8"REQUIRED H2O TEMP. = " P@(! "IS EXCESSIVE. AGGREGATE MUST"%@UC^"BE PREHEATED OR DESIRED TEMP. OF MIXTURE REDUCED."%@UC [3K8%8Y^'UC "REQUIRED H2O TEMP. IS" P@(! "DEGREES F."%@8[3K8%8Y^'UC&"BEAM CALCULATES SIMPLE DEFLECTION PRODUCED BY SINGLE"%UC'"CONCENTRATED LOAD AT:"%@UC("1. SINGLE POINT."%@8"2. SEVERAL POINTS."%@UC)"3. MAXIMUM DEFLECTION."%@8%UC*"PLEASE SELECT YOUR OPTION" @8TBEW@8PBE@7$0(3-N 1347,"APPL. LOAD (LB.)" 8TBHW@8"LEFT, DIST. TO LOAD (IN.)" @UC.TA!W@8"BEAM LENGTH (IN.)" @8TBKW@8"MOD. OF ELASTICITY " @UC0"(LB/SQ.IN.)" @8TA'W@8"2ND OF CROSS SEC." @8TBNW@UC2"POS. OF BEAM MEAS. FROM ORIGIN" 8TA$W@8%UC4PBKPA!BQ@J@8PA!PA$BQAC@8PAC@P>D(D@Z&18Y'VUC6PBHPA!CPBKPA$BC@P?-PBKCP@JBP@JCPBKPA$BP?-@EBC@P>APA'CPBNCPBKCDFQA[@8Y';UC8PBHP@JCPA$C@P?-PBKCPBKPA$BCP@JP@JCBPBKPA$BP?-@EBC@P>APA'CPBNCPBKCDFQA[@UC:"POSITION ON THE BEAM MEASURED FROM THE ORIGIN" PA$! "IN."%UC;"DEFLECTION AT LOCATION" PA[! "IN."%@8[3K8%8Y$VUC<"APPL. LOAD (LB.)" 8TBHW@8"LEFT, DIST. TO LOAD (IN.)" @UC=TA!W@8"BEAM LENGTH (IN.)" @8TBKW@8"MOD. OF ELASTICITY " @UC>"(LB/SQ.IN.)" @8TA'W@8"2ND OF CROSS SEC." @8TBNW@UC?"NO. OF POINTS AT WHICH DEFLECTION IS TO BE DETERMINE" 8T@YW@UD@%8%8"POSITION ON THE BEAM" @P=>)K! "DEFLECTION"%@8%UDAPBKPA!BQ@J@8P@Y@P?9AQ@G8P?9Q@ P@YP'4@V+ZP@ @]-H8P@ PBKCP@GDQA$@8PA!PA$BQAC@8PAC@P>D(C@Z,VUDBPBHPA!CPBKPA$BC@P?-PBKCP@JBP@JCPBKPA$BP?-@EBC@P>APA'CPBNCPBKCDFQA[@8Y,;UDCPBHP@JCPA$C@P?-PBKCPBKPA$BCP@JP@JCBPBKPA$BP?-@EBC@P>APA'CPBNCPBKCDFQA[@UDDPA$! @P=>)K! PA[!%@8X@ UDF[3K8%8Y$VUDH"APPL. LOAD (LB.)" 8TBHW@8"LEFT, DIST. TO LOAD (IN.)" @UDITA!W@8"BEAM LENGTH (IN.)" @8TBKW@8"MOD. OF ELASTICITY " @UDJ"(LB/SQ.IN.)" @8TA'W@8"2ND OF CROSS SEC." @8TBNW@UDK"DIVISOR FOR BEAM LENGTH" @8T@MW@UDLP>DQBQ@8PBKQBT@8PBH@P>APA'CPBNCPBKCDFQ@V@8PBKPA!BQ@J@UDMP?-PBQCPBTA@P>VDQBW8PBQ@P?-PBTCAP>VDQBZ8P?9Q@Y@8PBWQA$@8PA!PA$BQAC@UDNPAC@P>D(C@Z0W8P@VPA!CPBKPA$BC@P?-PBKCP@JBP@JCPBKPA$BP?-@EBCQA[@8Y05UDOP@VP@JCPA$C@P?-PBKCPBKPA$BCP@JP@JCBPBKPA$BP?-@EBCQA[@8Y05UDPP@Y@P?-(A@Z1K8PA[QB]@8P?-Q@Y@8PBZQA$@8Y/4UDQPA[QB @8PBTPBQBPBKP@MDBQB @8PB @P>D(E@Z2J8PB])MPB @)MBQB&UDRPB&@P>D(A@Z1>8PB&@P>D(B@Z2C8PBWQBQ@8Y/QUDSPBWQBQ@UDTPBZQBT@8Y/QUDUPB&@P>D(B@Z2\8PB QB)@8PBZQB,@8Y2%UDXPB]QB)@8PBWQB,@UD]"LOC. OF MAX. DEFLECTION: " PB,!%UD "MAX. DEFLECTION: " PB)!%UD"[3K8%8Y-NU P"RERUN" @8'&TB/W@8&PB/&@P=;(A@Z35U Z"NEXT PROGRAM" 8'&TB/W@8&PB/&@P=8(A@Z37U $YB]U 8GU >O/0 0:&4@ 1071 @ 1054 0 0 1093T@ 1053 0P]C@ 1PW 0P\C=<;PV 0PWFIM4PU 0PVH-C%PTD V