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RTU Anchorage Calculations <br />Type 1 RTU Type 2 RTU <br />W p =750 lbs Weight of unit W p =1300 lbs Weight of unit <br />L1 =72 in Length of unit L1 =84 in Length of unit <br />L2 =48 in Width of unit L2 =60 in Width of unit <br />H =48 in Height of unit H =54 in Height of unit <br />Units:HP-1, HP-3, HP-5 Units:HP-6, HP-7, HP-8, HP-9, HP-10 <br />Type 3 RTU Type 4 RTU <br />W p =125 lbs Weight of unit W p =75 lbs Weight of unit <br />L1 =36.6 in Length of unit L1 =24.4 in Length of unit <br />L2 =13.8 in Width of unit L2 =19.0 in Width of unit <br />H =28 in Height of unit H =24 in Height of unit <br />Units:CU-1, CU-2 Units:EF-1 <br />Anchorage Demands <br />V1 =146 lbs Ultimate shear demand in single anchor for type 1 units <br />T1 =170 lbs Ultimate tensile demand in single anchor for type 1 units <br />V2 =192 lbs Ultimate shear demand in single anchor for type 2 units <br />T2 =183 lbs Ultimate tensile demand in single anchor for type 2 units <br />V3 =43 lbs Ultimate shear demand in single anchor for type 3 units <br />T3 =88 lbs Ultimate tensile demand in single anchor for type 3 units <br />V4 =43 lbs Ultimate shear demand in single anchor for type 4 units <br />T4 =88 lbs Ultimate tensile demand in single anchor for type 4 units <br />Type 2 Anchorage Controls Lag Screw Design <br />See Anchorage Calculations <br />PROJECT <br />CLIENT <br />LOCATION <br />ITEM <br />McGuff TI <br />KPRS Inc <br />Santa Ana, CA <br />RTU Anchorage <br />S24-0254 <br />SHEET # <br />ENGINEER <br />DATE <br />JOB # <br />3/12/2025 <br />C. Landis <br /> BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH