7400 HARDESON RD SUNBELT RENTALS 2025-07-18

Beans 35 e.ee 0.10 0.01 2992 Wall 1 - Design Code 7/27/21 7:31pm Beams 36 0.08 0.10 0.01 CONNECTION LAYOUT: STRUCTURAL CODE: ----- --- -Splice-- --Plate(in)-- Bolt(in) Req Design Basis WS - Working Stress Req Hot Rolled Steel : AISC16 Id Loc Type Width Thick Type Dia Row1 Spacel Row2 5pace2 Gage Thick Cold Formed Steel : NAUS16 Dia BUILDING CODE: Beans Start LP 0.0 0.008 A325 0.000 0 0.00 0 0.00 e.ee 0.eee Wind Code : IBC 18 0.008 Seismic Zone D Beam6 Start LP 0.0 0.313 A325 0.750 1 18.00 1 15.85 0.00 0.013 0.076 MODULUS OF ELASTICITY: Bean7 Start LP 0.0 0.313 A325 0.750 1 18.00 1 15.85 0.00 0.017 0.088 Hot Rolled Steel : 29000 (ksi ) Beam8 Start LP 0.0 0.000 A325 9.000 0 0.00 0 0.00 0.00 0.000 Cold Formed Steel : 29500 (ksi ) 0.000 LP - Lapped, Welded Plate 2992 wall 1 Column 8 Rafter Design 7/27/21 7:31pm = ss.. __= MOMENT CONNECTION REACTIONS: MEMBER LAYOUT: --Splice-- ---- -Top(k ,f-k ) Bot(k ,f-k )- ---- Id Loc Type Load Axial Shear Moment Load Axial Shear Moment Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---• -- - •--- ••-- -•--- ••-- ---•- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report Beans Start LP 1 0.00 0.01 0.90 1 0.00 0.01 0.00 Beam6 Start LP 2 -0.23 1.38 0.75 17 -0.04 -0.03 -0.23 Coll 0.0 Bean7 Start LP 2 -0.25 1.50 0.86 17 -0.04 -0.07 -0.27 Coll 25.0 Bean8 Start LP 1 -0.01 0.06 0.00 1 -0.01 0.06 0.00 Total= 0.0 LAPPED CONNECTION: Beam Bolt_Force(k ) Shear Bend Clip STRENGTH RATIO: Id Lap Calc Limit UC UC Thick Load Axial+ Shear+ Max Beams 8.00 0.00 0.00 0.00 0.00 0.00 Id Id Axial Shear Moment Moment Moment UC Beam6 18.00 0.57 19.88 0.54 0.11 0.31 ----• ---- Bean7 18.00 0.65 19.88 0.58 8.13 0.31 BeaaS 0.08 0.00 0.00 0.00 0.00 0.00 COLUMN REACTIONS: 2992 Warning Report 7/27/21 7:31pm Load In_Plane --Out_Plane_Hari-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) .. No Warnings COLUMN DEFLECTIONS: