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P1.26 <br />Check (E)Columns: <br />Roof: <br />(E) axial loads: <br />DL=20psf <br />LL=20psf <br />Trib Area= (28'/2 + 28'/2 ) x (28'/2 + 28'/2) = 784sf <br />PDL=20psf x 784sf = 15680lbs <br />PLL=20psf x 784sf = 15680lbs <br />(N) axial loads: <br />PN=P(N)B1 + P W beam with (E)+(N)loads <br />PDL,N= 3699lbs+7060lbs = 10759lbs <br />PLL,N=7858lbs <br />(see Enercalc Report next) <br />Floor: <br />(E) axial loads: <br />DL= 51psf <br />LL=50psf+15 = 65psf <br />Trib Area= (28'/2 + 28'/2 ) x (28'/2 + 28'/2) = 784sf <br />PDL=51psf x 784sf = 39984lbs <br />PLL=65psf x 784sf = 50960lbs <br />(N) axial loads: <br />PN=P(N)B1 + P W beam with (E)+(N)loads <br />PDL,N= 3699lbs+7060lbs = 10759lbs <br />PLL,N=7858lbs <br />(see Enercalc Report next) <br />PDL,(E) <br />PLL,(E) <br />PDL,(N) <br />PLL,(N) <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.26 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024