4828 DELAWARE AVE 2024-11-01 - Laserfiche WebLink

i2//' Concrete Beam Design Report Page 2 Reaction Left End: 0.000 K 1.276 K _ 0.798 K 0.000 K 0.798 K Reaction Right End: 0.000 K I.276 K 0.798 K 0.000 K 0.798 K Load Combination#5: 1.200 x Dead Load+1.000 x L+1.400 x E+0.200 x R Load Combination#6: __ 0.900 x Dead Load+1.600 x W Load Combination#7: 0.900 x Dead Load+1.400 x E Load Combination#8: 1.200 x Dead Load-0.800 x W+1.600 x R Load Combination#9: 1.200 x Dead Load+1.000 x L-1.600 x W+0.500 x R LOAD COMB 5 LOAD COMB 6 LOAD COMB 7 LOAD COMB 8 LOAD COMB 9 Shear Left End: 0.798 K 0.000 K 0.000 K 0.000 K 0.798 K Moment Left End: 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft Shear - Right End: -0.798 K 0.000 K 0.000 K 0.000 K -0.798 K Moment Right End: 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft Maximum Moment 1.929 K-Ft 1.929 K-Ft Located at: 4.835 Ft 4.835 Ft Max Deflection -0.022 In 0.000 In 0.000 In 0.000 In -0.022 In Located at: 4.835 Ft 0.000 Ft 0.000 Ft 0.000 Ft 4.835 Ft Dead Part: 0.000 In 0.000 In 0.000 In 0.000 In 0.000 In Inflection Points: 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 0.000 Ft 9.670 Ft 9.670 Ft 9.670 Ft 9.670 Ft 9.670 Ft Reaction Left End. 0.798 K 0.000 K 0.000 K 0.000 K 0.798 K Reaction Right End: 0.798 K 0.000 K 0.000 K 0.000 K 0.798 K Load Combination#10: 1.200 x Dead Load+1.000 x L-1.400 x E+0.200 x R Load Combination#11: 0.900 x Dead Load-1.600 x W Load Combination#12: 0.900 x Dead Load-1.400 x E LOAD COMB 10 LOAD COMB 11 LOAD COMB 12 LOAD COMB 13 LOAD COMB 14 Shear Left End: 0.798 K 0.000 K 0.000 K Moment Left End: 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft Shear Right End: -0.798 K 0.000 K 0.000 K Moment Right End: 0.000 K-Ft 0.000 K-Ft 0.000 K-Ft Maximum Moment I.929 K-Ft Located at: 4.835 Ft Max Deflection -0.022 In 0.000 In 0.000 In Located at: 4.835 Ft 0.000 Ft 0.000 Ft Dead Part: 0.000 In 0.000 In 0.000 In Inflection Points 0.000 Ft 0.000 Ft 0.000 Ft 9.670 Ft 9.670 Ft 9.670 Ft Reaction Left End: 0.798 K 0.000 K 0.000 K Reaction Right End: 0.798 K 0.000 K 0.000 K SECTION DESIGN INFORMATION SECTION FLEXURAL DESIGN Mid-Span Region: Cross-Section Information: Total Depth: 8.000 In Distance to Centroid As: 5.69 In Top Width: I2.000 In Distance to Centroid A's: 2.3I In For Design Moment,Mu: 3.086 K-Ft Required As: 0.268 InZ(p:0.004) Required A's: 0.000 In'(p:0.000) _ Provided As: 0.310 In'(p:0.005) Provided A's: , 0.000 InZ(p:0.000) Reduction Factor,Phi: 0.90 Moment Capacity,"Mn: 5.063 K-Ft Gross Area: 96.000 In' Gross Moment of Inertia: 512.000 In2 Neutral Axis Location: 4.00 In N(Es/Ec): 10.I7 Modulus,Ec: 2,85I.20 K/InZ Cracked Moment of Inertia: 68.785 InZ Neutral Axis Location: 6.51 In \dbs-s0lProject FilesConstructionADU - Job # 1/5/2023 11:18:55 AM 22-32313Ohlfs ADU 3-9 gr40.rtf