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Beam Web Load <br /> Per IBC 2018 & AISC 360 <br /> Horizontal Point Load y2'm A-501 BOLT (E)GONG.OVER <br /> P= 270 lb I " METAL DECK <br /> R 3/e"x4'xO'-4° <br /> offset(e)= 4 in <br /> W12x14 P <br /> t web= 0.2 in <br /> b(effective)= 6 in <br /> Fy= 50 ksi <br /> ANGLE PER PLAN <br /> Cantilever Moment (E)WI2 BEAM <br /> -N6 <br /> M(Pe)= 1.08 k-in orb <br /> Web Capacity <br /> Mn(FyZ/1.67)= 1.80 k-in OK <br /> Weld <br /> length = 8 in <br /> size = 0.125 in (use 1/8" max per J2.2b) <br /> Weld Capacity= 14.8 kips OK <br /> t <br /> antum Consulting Engineers LLC Project: Summit - Climbing Wall Date: 4/1/24 Job No: 22105.02 <br /> 11 Third Avenue, Suite 323 Designer: AMJ Sheet: 2 <br /> attle,WA 98101 Client: 2812 Architecture Checked By: <br />