Laserfiche WebLink
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: 8-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= 269 plf <br /> Unit Seismic Lateral Load,USL2=L*pst= 507 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 18262 Ft-lbs <br /> RM=Building Wt*W/2 270400 Ft-lbs <br /> Factor of Safety=RM/OTM 15 No Uplift Anchors Required <br /> Use: (1)Anchor per 6.56 ft=(2)Anchors Per End <br /> ADDITIONAL 8-FT.WIDE OFFICE BUILDING LENGTHS <br /> Lateral <br /> Ext Longitudinal Anchors Bldg Wt. <br /> Length Int Pads Anchors(MOD Bldg Wt. Seismic Load <br /> Pads (MOD Side} End) Load <br /> 20 4 0 2 1 7300 0 2191 <br /> 28 5 0 3 1 9788 0 2938 <br /> 32 6 0 3 1 11032 0 3311 <br /> 34 6 0 3 2 11654 0 3498 <br /> 40 7 0 4 2 13520 0 4058 <br /> Page 5 of 45 <br /> 2204.01.1-IBC 2018 Std MOB-0 Fdn Calcs 8 <br />