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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.15 <br />(N)B1 <br />RDL= weight of RTU7/3 (since we are adding <br />3 beams) <br /> = 10328lbs /3 <br /> = 3443lbs <br />New weight of 4" concrete= [4in x 150pcf /12 <br />x (299in/12) x (99in/12)] /3 <br />= 3425lbs <br />**See Enercalc output next for full report <br />28' <br />(N)B2 <br />RDL= weight of RTU8/2 (since we are adding 3 beams) <br /> = 10000lbs /2 <br /> = 5000lbs <br />New weight of 4" concrete= [4in x 150pcf /12 x (275in/12) x <br />(99in/12)] /2 <br />= 4726lbs <br />**See Enercalc output next for full report <br />28' <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />B3 DL= 12psf <br />LL= 20psf <br />(E) loads: <br />DL= 12 psf <br />LL= 20 psf <br />Trib=28'/2+28'/2= 28 ft <br />(N) loads: <br />Reaction from (N) B1, RDL= 3699lbs <br />**See Enercalc output next for full report <br />28' <br />(N) B1 and (N) B2 will only be taking new loads from RTUs since (E) beams are taking (E) loads. <br />3443lbs <br />3425lbs <br />3669lbs <br />B4 DL= 12psf <br />LL= 20psf(E) loads: <br />DL= 12 psf <br />LL= 20 psf <br />Trib=5.6'/2+5.6'/2= 5.6 ft <br />(N) loads: <br />Weight of RTU8/2 = 9106lbs/2 = 4553lbs <br />**See Enercalc output next for full report <br />28' <br />4553lbs <br />5000lbs <br />4726lbs <br />B5 DL= 12psf <br />LL= 20psf <br />(E) loads: <br />DL= 12 psf <br />LL= 20 psf <br />Trib=28'/2+28'/2= 28 ft <br />(N) loads: <br />Reaction from (N) B2, RDL= 5172lbs <br />**See Enercalc output next for full report <br />28' <br />3669lbs <br />P1.15 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024