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BRIGGS ENGINEERING Inc copyright BEI2022 dean@briggs-engineering.com <br /> PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS IBC 2018,ASCE 7-16,OSSC <br /> DEALER WILLIAMS SCOTSMAN-MOBILE MINI SOLUTIONS CRITERIA: 30,50,120C,D,1.5,1500 <br /> DATE: 6-Feb-22 FDN.TYPE: 24-FT Wide Mobile,OFFICE <br /> PROJECT# 202204.01.1 STATES: ID,OR,WA <br /> 2.Lateral Walls(Anchors Along End,Short Walls) <br /> Unit Wind Load,UWL2=(Wht+Rht/2+Fht/2)*Pw= 251 plf <br /> Unit Seismic Lateral Load,USL2=L*pst= 518 plf Governs <br /> Angle of End Anchor Strap,Asea,Radians 0.79 45 degrees <br /> Effect.End Soil Anchor Resist..,ELSAR @ Asa*= 3326 lbs. <br /> %Building Weight Used for Longitudinal Sliding 0% <br /> Longitudinal Foundation Friction Factor= 0.40 <br /> Gravity Resistance,GR=Building WT*Friction Factor= 0 4 <br /> OTM=Lateral Load*W*wht/2 27959 Ft-Ibs <br /> RM=Building Wt*W/2 1290600 Ft-Ibs <br /> Factor of Safety=RM/OTM 46 No Uplift Anchors Required <br /> Use: (1)Anchor per 6.43 ft=(4)Anchors Per End <br /> ADDITIONAL 244T.WIDE OFFICE BUILDING LENGTHS <br /> Ext Longitudinal Anchors Lateral Bldg Wt. <br /> Length " ' Int Pads Anchors(MOD Bldg Wt. Seismic Load <br /> Pads (MOD Sidei End) Load <br /> 60 14 10 5 4 43020 0 12912 <br /> 2204.01.1-I8C 2018 Std MOB-0 Fdn Calcs 24 Page 21 of 45 <br />