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BEAM DESIGN:' P-c <br />W d= 34.64 plf <br />Wl= 105.93 plf <br />Ww= -96.97 plf <br />L= 16.00 ft <br />140.57 plf <br />n n <br />1<----------- L-------->1 <br />Md= 1108.6 ft-Ibs <br />Ml= 3389.7 ft-Ibs <br />Mw=-3103.1 ft-Ibs <br />M(d+l)= 4498.3 ft-Ibs <br />M(d+w)=-1994.5 ft-Ibs <br />Rd= <br />277 <br />Ibs <br />RI= <br />847 <br />Ibs <br />Rw= <br />-776 <br />Ibs <br />R(d+l)= <br />1125 <br />Ibs <br />R(d+w)= <br />-499 <br />Ibs <br />Lu= <br />8.00 <br />ft OK <br />Lu= <br />1.33 <br />ft OK <br />USE: W6X15 Fy = 50 ksi <br />Deflections: (inches) Midspan <br />DL= 0.061 <br />DL+LL= 0.246 <br />(+downward, -upward) <br />BEAM DESIGN: <br />P-d <br />Wd= <br />33.27 plf <br />W l= <br />119.73 plf <br />Ww= <br />-114.88 plf <br />L= <br />16.00 ft <br />153.00 <br />1<----------- <br />L-------->1 <br />Rd= <br />266 <br />Ibs <br />RI= <br />958 <br />Ibs <br />Md= <br />1064.7 <br />ft-Ibs <br />Rw= <br />-919 <br />Ibs <br />Ml= <br />3831.4 <br />ft-Ibs <br />R(d+l)= <br />1224 <br />Ibs <br />Mw= <br />-3676.0 <br />ft-Ibs <br />R(d+w)= <br />-653 <br />Ibs <br />M(d+l)= <br />4896.1 <br />ft-Ibs <br />Lu= <br />8.00 <br />ft OK <br />M(d+w)= <br />-2611.3 <br />ft-Ibs <br />Lu= <br />1.33 <br />ft OK <br />USE: W8X10 Fy = 50 ksi <br />Deflections: (inches) Midspan <br />DL= 0.055 <br />DL+LL= 0.253 <br />(+downward, -upward) <br />07/28/2020 61887 Rev 1 Current.123 Page 6 of 16 <br />