AISCPROJECT :PAGE :CLIENT :DESIGN BY :ENGINEERS, INC.JOB NO. :DATE :REVIEW BY :Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)INPUT DATA & DESIGN SUMMARYSTEEL YIELD STRESSFy =50ksiSIMPLY SUPPORTED SPANS =72ftSUPERIMPOSED UNIFORM DEAD LOADDL =1kips / ftUNIFORM LIVE LOADLL =1kips / ftPOINT DEAD LOADPDL =60kipsPOINT LIVE LOADPLL =60kipsDISTANCE POINT LOAD TO ENDc =24ftTOP FLANGE WIDTHbf,top =16inTOP FLANGE THICKNESStf,top =1.5inBOTTOM FLANGE WIDTHbf,bot =16inBOTTOM FLANGE THICKNESStf,bot =1.5inWEB THICKNESStw =0.5inBEAM DEPTHd =53in1/4 x 7 STIFFENER, E. SIDES, AT SUPPORTS ONLY.UNBRACED LENGTHLb =8ftFLANGE TO WEB WELDING USE 5/16 in - 24 in @ 41 in o.c.THE GIRDER DESIGN IS ADEQUATE.ANALYSISCHECK LIMITING WIDTH-THICKNESS RATIOS FOR WEB (AISC 360-10 Table B4.1)hc / tw =100.00lp =90.55Noncompact WebwhereE =29000ksilr = 5.7 (E / Fy)0.5 =137.27lp = (hc / hp) (E / Fy)0.5 / (0.54 Mp / My -0.09)2 =93.26,for Af,top Af,botlp = 3.76 (E / Fy)0.5 =90.55,for Af,top = Af,bothc =50.00inhp =50.00inMp =6452.1ft-kipsMy =5824.6ft-kipsCHECK LIMITING WIDTH-THICKNESS RATIOS FOR FLANGES (AISC 360-10 Table B4.1)0.5 bf,top / tf,top =5.33132.30[Satisfactory]fa[Satisfactory]Technical Reference:1. AISC: "Manual of Steel construction 9th", American Institute of Steel Construction, 1990.LICENSE NUMBER: New Package Licensewww.Engineering-International.com2424Distance0.004.008.0012.0016.0020.0024.0024.0032.0040.0048.0056.0064.0072.00fb (ksi)0.00-3.84-7.46-10.86-14.03-16.98-19.71-19.71-18.65-16.70-13.86-10.13-5.510.00Fb (ksi)-32.89-29.04-25.43-22.03-18.85-15.90-13.17-13.17-14.23-16.19-19.03-22.76-27.38-32.89fv (ksi)-4.63-4.37-4.11-3.85-3.59-3.33-3.07-0.36-0.88-1.40-1.92-2.44-2.96-3.49Fv (ksi)-0.02-0.28-0.54-0.80-1.06-1.33-1.59-4.29-3.77-3.25-2.73-2.21-1.69-1.170.00FILLET WELDS LIMITATIONt0.0630.1250.1880.2500.3130.3750.5000.6250.7500.8751.000t1/161/83/161/45/163/81/25/83/47/81wmin1/81/81/81/83/163/163/161/41/45/165/16wmax1/161/83/161/41/45/167/169/1611/1613/1615/16The best w1/161/83/161/41/41/45/167/161/23/43/41/161/83/161/41/41/45/167/161/23/43/4Gusset1/81/43/81/25/83/411 1/41 1/21 3/420.1250.2500.3750.5000.6250.7501.0001.2501.5001.7502.0001/83/161/45/163/81/25/83/47/811 1/8

-FbLengthfb (ksi) & F'b (ksi)BENDING STRESS

-FvLengthfv (ksi) & Fv (ksi)SHEAR STRESS

MBD0016A405.unknown

MBD0016A415.unknown

MBD0016A41D.unknown

MBD0016A425.unknown

MBD0016A429.unknown

MBD0016A42D.unknown

MBD0016A42E.unknown

MBD0016A42B.unknown

MBD0016A42C.unknown

MBD0016A42A.unknown

MBD0016A427.unknown

MBD0016A428.unknown

MBD0016A426.unknown

MBD0016A421.unknown

MBD0016A423.unknown

MBD0016A424.unknown

MBD0016A422.unknown

MBD0016A41F.unknown

MBD0016A420.unknown

MBD0016A41E.unknown

MBD0016A419.unknown

MBD0016A41B.unknown

MBD0016A41C.unknown

MBD0016A41A.unknown

MBD0016A417.unknown

MBD0016A418.unknown

MBD0016A416.unknown

MBD0016A40D.unknown

MBD0016A411.unknown

MBD0016A413.unknown

MBD0016A414.unknown

MBD0016A412.unknown

MBD0016A40F.unknown

MBD0016A410.unknown

MBD0016A40E.unknown

MBD0016A409.unknown

MBD0016A40B.unknown

MBD0016A40C.unknown

MBD0016A40A.unknown

MBD0016A407.unknown

MBD0016A408.unknown

MBD0016A406.unknown

MBD0016A3FD.unknown

MBD0016A401.unknown

MBD0016A403.unknown

MBD0016A404.unknown

MBD0016A402.unknown

MBD0016A3FF.unknown

MBD0016A400.unknown

MBD0016A3FE.unknown

MBD0016A3F9.unknown

MBD0016A3FB.unknown

MBD0016A3FC.unknown

MBD0016A3FA.unknown

MBD0016A3F7.unknown

MBD0016A3F8.unknown