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BRIGGS ENGINEERING, Inc. copyright BEI 2022 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: 10-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= 261 plf <br /> Unit Seismic Lateral Load,USL2=L*pst= 573 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 # <br /> OTM=Lateral Load*W*wht/2 25798 Ft-lbs <br /> RM=Building Wt*W/2 477500 Ft-lbs <br /> Factor of Safety=RM/OTM 19 No Uplift Anchors Required <br /> Use: (1)Anchor per 5.81 ft=(2)Anchors Per End <br /> ADDITIONAL 10-FT.WIDE OFFICE BUILDING LENGTHS <br /> Ext Longitudinal Anchors Lateral Bldg Wt. <br /> Length Int Pads Anchors(MOD Bldg Wt. Seismic Load <br /> Pads (MOD Side) End) Load <br /> 20 4 0 2 1 8450 0 2536 <br /> 32 7 0 3 2 12710 0 3815 <br /> 36 7 0 3 2 14130 0 4241 <br /> 42 9 0 4 2 16260 0 4880 <br /> 44 9 0 4 2 16970 0 5094 <br /> 50 10 0 5 2 19100 0 5733 <br /> • <br /> Page 9 of 45 <br /> 2204.01.1-IBC 2018 Std MOB-0 Fdn Calcs 10 <br />