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P1.20 <br />Check (E) Wx Beams: <br />Key Plan:(N) Catwalk: <br />(E) W18x35 with (E) Loads only: <br />Length = 22ft <br />DL = 37psf <br />LL = 125psf <br />Tributary width = 8ft/2 = 4ft <br />**See next page for Ram SBeam Report <br />(E) W18x35 with (E) and (N) Loads: <br />Length = 22ft <br />Tributary width = 8ft/2 = 4ft <br />DL = 37psf <br />LL = 125psf <br />Catwalk Loads: <br />DL = 15psf <br />LL = 65psf <br />Tributary width = 8ft/2 = 4ft <br />**See next page for Ram SBeam Report <br />(E) W14x22 with (E) Loads: <br />Length = 16ft <br />DL = 37psf <br />LL = 125psf <br />Tributary width = 8ft/2 = 4ft <br />**See next page for Ram SBeam Report <br />(E) W14x22 with (E) and (N) Loads: <br />Length = 16ft <br />DL = 37psf <br />LL = 125psf <br />Tributary width = 8ft/2 = 4ft <br />Catwalk Loads: <br />DL = 15psf <br />LL = 65psf <br />Tributary width = 6ft/2 = 3ft <br />**See next page for Ram SBeam Report <br />OC Probation <br />1700 East Saint Andrew Place, Santa Ana, California 92705 <br />23-12434 <br />07/24/2024 <br />LR <br />(E) W18x35 <br />(E)DL= 37psf <br />(E)LL=125psf <br />(N)DL= 15psf <br />(N)LL=65psf <br />(E) W14x22 <br />(E)DL= 37psf <br />(E)LL=125psf <br />(N)DL= 15psf <br />(N)LL=65psf <br />1700 E St Andrew <br />Pl10/8/2024