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READV <br /> >FUN"6SIMF'LE <br /> IS/��i�/IS 07t20::;8 <br /> SdMPLE bEAM DESIGN <br /> JOB NU. ? LYSKI RESIDEIVCE <br /> EEAM LOCATION: ? i <br /> MODULUS OF ELASTICITY i+�luEOo)? 1 . 7 i <br /> LENGTH OF BEAM (FT) ? 12.75 � <br /> ------------------------------------------------- I <br /> UNIFORM LOAD (KLF)? . 2.3 I <br /> NUM6ER OF' CONCENTRATED LOADS ^ 1 <br /> --DISTANCE FROM IEFT SUPPOFtT (FT) ,LOAD (ICIPS)? 8,2.64 <br /> NUM6Ek OF FATCHLOADS7 O ' <br /> DESIkED DEFLECTION FACTOR (L/--) ? 240 . <br /> REQUIRED MOMENT OF INEFTIA IS 330. 149 IN4 <br /> ENTEk DESIRED ' I ' ( IN4>? 494 <br /> ----------------------------------------------- I <br /> LEFT FEACTION IS 2.9U KIPS � <br /> FIGHT kEACTION IS 3.57 KIPS I <br /> SHEAk MUMENT DEFLECTION <br /> Q X�. 1 L 2.51353 3.44859 . 126186 <br /> @ Xs.2 L 2. 13103 6.4095 .240973 <br /> 2 X=.3 L 1.74853 8.88272 .334456 <br /> Q X=.4 L 1. 366U3 10.8683 .398363 <br /> & 1(m.5 L .983529 1^<.3661 .426052 <br /> & Xm.b L .6u1029 13.3763 .412513 <br /> a X=. 7 L -2.42147 11.4567 .355U84 <br /> C+ Xa.B L -2 BG397 8. 1255 .259508 '` <br /> A Xa.9 L -3. iBb47 4.3tio59 . 136889 <br /> kEADY <br /> > <br />