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Project: POE Central Marina Fuel Dock By: NAP <br /> IqJff Location: Everett,WA Date: 3 8 2023 <br /> Checked By: <br /> Lateral Element Design Date: <br /> Curb Anchorage Design <br /> Rebar spacing 16 in <br /> Maximum rebar shear(LRFD) 1256 Ibs <br /> Rebar size #3 <br /> Rebar area 0.110 in' <br /> Rebar embedment 3.375 in <br /> Anchor nominal capacity 8065 Ibs See Hilti output <br /> Spacing factor in shear 0.76 <br /> Concrete thickness factor in shear 0.63 <br /> Design capacity 3862 <br /> D/C 33% OK <br /> Diaphragm Design SDPWS Table 4.2C <br /> Sheathing material Structural I Panels <br /> Min. nominal panel thickness 3/8" <br /> Min.fastener penetration 1 3/8" <br /> Fastener type&size 8d <br /> Edge fastener spacing 6" <br /> Nominal unit shear capacity 450 plf <br /> Safety factor 2.0 SDPWS 4.2.3 <br /> Design shear capacity 225 <br /> Attendant building demand 158 plf <br /> Vending shelter demand 54 plf <br /> D/C 70% OK <br /> 2/2 <br />