2516 HILLSIDE LN 2025-10-24 - Laserfiche WebLink

• • • General Beam Analysis Project File:Bankston Calculations.ec6 LIC#:KW-06015057,Build:20.23.08.30 SFA ENGINEERING LLC (c)ENERCALC INC 1983-2023 DESCRIPTION: B1 -existing beam analysis (for load generation purposes) General Beam Properties - Elastic Modulus 29,000.0 ksi Span#1 Span Length = 1.170 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#2 Span Length = 5.580 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#3 Span Length = 2.420 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#4 Span Length = 4.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 Span#5 Span Length = 4.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 D(0.2820)Lr(0.470) a X a x X X .itdVlu Sp n I =1.170 ft Span=5.580 ft Span=2.420 ft Span=4.50 ft Span=4.50 ft , Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.0240, Lr=0.040 k/ft, Tributary Width= 11.750 ft DESIGN SUMMARY Maximum Bending= 1.951 k-ft Maximum Shear= 2.355 k Load Combination +D+Lr Load Combination +D+Lr Span#where maximum occurs Span#2 Span#where maximum occurs Span#2 Location of maximum on span 5.580 ft Location of maximum on span 5.580 ft Maximum Deflection Max Downward Transient Deflection 0.002 in 36834 Max Upward Transient Deflection -0.001 in 25578 Max Downward Total Deflection 0.003 in 23021 Max Upward Total Deflection -0.002 in 15986 Vertical Reactions Support notation:Far left is#' Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Support 5 Support 6 Overall MAXimum 2.721 3.860 1.726 4.059 1.297 Overall MINimum D Only 1.020 1.448 0.647 1.522 0.487 +D+Lr 2.721 3.860 1.726 4.059 1.297 +D+0.750Lr 2.295 3.257 1.457 3.425 1.095 +0.60D 0.612 0.869 0.388 0.913 0.292 Lr Only 1.700 2.413 1.079 2.537 0.811