7400 HARDESON RD SUNBELT RENTALS 2025-07-18

Beam5 0 ATTACH H 8X22CH16 8.13 8.13 0.060 2.09 0.060 0.060 13.9 Beam1 Start LP 0.0 0.000 A325 0.800 0 0.00 0 0.00 0.00 8.080 18 0.00 Mom+Axl 0.000 Beam6 1 ATTACH H 8X25C16 8.00 8.00 0.060 2.50 0.060 0.060 4.9 Beam2 Start LP 0.0 0.313 A325 0.750 1 18.00 1 15.85 0.00 0.017 4 0.56 Mom+Shr 0.088 Beam7 2 ATTACH H 8X25C16 8.00 8.00 0.060 2.50 0.060 0.060 4.9 Beam3 Start LP 0.0 0.313 A325 0.750 1 18.00 1 15.85 0.00 0.013 4 0.61 Mom+Shr 0.076 Beam8 3 ATTACH H 8X22CH16 8.13 8.13 0.060 2.09 0.060 0.060 13.9 Beam4 Start LP 0.0 0.000 A325 0.000 0 0.00 0 0.00 0.00 0.000 4 0.07 Mom+Shr 0.000 DESIGN PROPERTIES: LP - Lapped, Welded Plate Web Flange MOMENT CONNECTION REACTIONS: Load Major ----Minor---- Morel Depth/Thick Width/(2xThick) Id Width KL Top Bottom Cb /Mom2 Calc Limit Calc Limit --Splice-- Top(k ,f-k ) Bot(k ,f-k ) - -- ---- ----- -- - ----- Id Loc Type Load Axial Shear Moment Load Axial Shear Moment Beams 0.80 3.00 5.68 3.00 1.00 1.00 133.4 17.4 --- ---- •-•-- - •• -•-• ----- Beam6 10.00 3.00 1.52 3.00 1.00 1.80 131.3 20.8 Beam1 Start LP 1 -0.01 0.06 0.00 1 -0.01 0.06 0.00 Beam7 11.50 3.00 1.52 3.00 1.00 1.00 131.3 20.8 Beam2 Start LP 2 -0.25 1.50 0.86 17 -0.04 -0.07 -0.27 Beam8 0.75 3.00 5.68 3.00 1.00 1.00 133.4 17.4 Beam3 Start LP 2 -0.23 1.38 0.75 17 -0.04 .0.03 -0.23 Beam4 Start LP 1 0.00 0.01 0.00 1 0.00 0.01 0.00 STRENGTH: -- ------ LAPPED CONNECTION: --Axial(k )- --Shear(k )- Moment(f-k ) Axial+ Shear+ Load Top Bot Moment Moment Beam Dolt Force(k ) Shear Bend Clip Max Id Lap Calc Limit UC UC Thick Id Id Calc Limit Calc Limit Calc Limit Limit UC UC ----- - -- - ---.- UC Beam]. 0.00 0.00 0.00 0.00 0.00 0.00 -- -- --- -- -- --- - - - -- Beam2 18.00 0.65 19.88 0.58 0.13 0.31 -- Beam3 18.00 0.57 19.88 0.54 0.11 0.31 Beams 1 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.00 Beam4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Beams 2 0.00 7.32 0.01 2.52 0.01 3.05 3.04 8.00 0.00 2992 Eave Extension 2 7/27/21 7:31pm 0.00 Beans 3 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.00 0.00 Beams 4 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.00 EXTENSION LAYOUT: 0.00 Beam5 5 0.00 7.32 0.01 2.52 0.01 3.05 3.e4 0.00 0.00 Wall --Bay_Id- ---Horizontal_Size--- ----vertical_Size--- 0.00 Id Type Id Start End Height Width Slope Elev Height Slope Beans 6 0.00 7.32 8.01 2.52 0.01 3.05 3.04 0.00 0.00 •- •--- ---- •---- --- -- 0.00 2 EE 4 1 1 18.00e 1.500 2.000 0.000 8.000 0.000 Beams 7 0.00 7.32 0.01 2.52 0.01 3.05 3.84 0.00 0.00 e.00 BEAM SIZE: Beams 8 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.00 -•- 0.00 Line -Web_Depth- Web Flange Flange_Thick Beams 9 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.ee ----Max Load---- 0.00 Id Id Use Orn Part Start End Thick Width Top Bottom Weight Beam5 10 0.00 7.32 0.01 2.52 0.01 3.05 3.04 0.00 0.00 Id UC Report 0.08 - .... ...... ... ...