1605 EDGEMOOR LN 2025-04-25 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#9684A-6' DECK Project Descr: Wood Beam Project File:9684A.ec6 LIC#:KW-06014008,Build:20.22.12.28 Structural Design Associates (c)ENERCALC INC 1983-2022 DESCRIPTION: REAR GARAGE HDR DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.519. 1 Maximum Shear Stress Ratio = 0.645 : 1 Section used for this span 5.5x12 Section used for this span 5.5x12 fb:Actual = 1,537.66psi fv:Actual = 273.33 psi F'b = 2,960.00 psi F'v = 424.00 psi Load Combination +0.4491D+1.750E Load Combination +1.151D+1.750E Location of maximum on span = 4.449ft Location of maximum on span = 1.010 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.068 in Ratio= 468>=360 Span:4:E Only Max Upward Transient Deflection -0.068 in Ratio= 468>=360 Span:4:E Only*-1.0 Max Downward Total Deflection 0.045 in Ratio= 704>=180 Span:4:+0.60D+0.70E Max Upward Total Deflection -0.051 in Ratio= 620>=180 Span:4:+D+0.750L+0.7505-0.5250E Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values h-er-Values Segment Length Span# M V CD CM Ct CLx Cv Cfu C i Cr M fb Ft V fv F'v D Only 0.0 0.00 0.0 0.0 Length= 1.330 ft 1 0.014 0.059 0.90 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.25 23.2 1,665.0 0.62 14.1 238.5 Length=9.50 ft 2 0.140 0.125 0.90 1.00 1.00 1.00 1.000 1.00 1.00 1.00 2.56 233.0 1,665.0 1.31 29.8 238.5 Length=9.50 ft 3 0.196 0.215 0.90 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.58 325.6 1,665.0 2.25 51.2 238.5 Length=4.50 ft 4 0.196 0.215 0.90 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.58 325.6 1,665.0 1.88 51.2 238.5 +D+L 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 1.330 ft 1 0.046 0.205 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.93 84.3 1,850.0 2.39 54.2 265.0 Length=9.50 ft 2 0.445 0.399 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 9.05 823.0 1,850.0 4.66 105.8 265.0 Length=9.50 ft 3 0.480 0.512 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 9.77 888.5 1,850.0 5.97 135.6 265.0 Length=4.50 ft 4 0.480 0.512 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 9.77 888.5 1,850.0 5.12 135.6 265.0 +D+S 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=1.330 ft 1 0.015 0.057 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.34 31.2 2,127.5 0.76 17.4 304.8 Length=9.50 ft 2 0.155 0.138 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 3.62 329.5 2,127.5 1.85 42.1 304.8 Length=9.50 ft 3 0.287 0.319 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 6.71 609.7 2,127.5 4.28 97.3 304.8 Length=4.50 ft 4 0.287 0.319 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 6.71 609.7 2,127.5 3.63 97.3 304.8 +D+0.750L 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 1.330 ft 1 0.030 0.133 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.76 69.0 2,312.5 1.94 44.2 331.3 Length=9.50 ft 2 0.292 0.262 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 7.43 675.5 2,312.5 3.82 86.8 331.3 Length=9.50 ft 3 0.323 0.346 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 8.23 747.8 2,312.5 5.04 114.5 331.3 Length=4.50 ft 4 0.323 0.346 1.25 1.00 1.00 1.00 1.000 1.00 1.00 1.00 8.23 747.8 2,312.5 4.31 114.5 331.3 +D+0.750L+0.7505 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 1.330 ft 1 0.035 0.153 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.83 75.0 2,127.5 2.05 46.6 304.8 Length=9.50 ft 2 0.352 0.315 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 8.23 747.9 2,127.5 4.22 96.0 304.8 Length=9.50 ft 3 0.452 0.489 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 10.57 960.9 2,127.5 6.56 149.1 304.8 Length=4.50 ft 4 0.452 0.489 1.15 1.00 1.00 1.00 1.000 1.00 1.00 1.00 10.57 960.9 2,127.5 5.62 149.1 304.8 +D+0.60W 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 1.330 ft 1 0.156 0.209 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 5.07 460.5 2,960.0 3.91 88.8 424.0 Length=9.50 ft 2 0.156 0.209 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 5.07 460.5 2,960.0 1.08 88.8 424.0 Length=9.50 ft 3 0.152 0.209 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 4.94 449.0 2,960.0 2.99 88.8 424.0 Length=4.50 ft 4 0.152 0.209 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 4.94 449.0 2,960.0 2.99 88.8 424.0 +D-0.60W 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=1.330 ft 1 0.108 0.194 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 4.56 414.1 3,840.0 3.62 82.2 424.0 Length=9.50 ft 2 0.138 0.194 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 5.84 530.7 3,840.0 2.35 82.2 424.0 Length=9.50 ft 3 0.165 0.194 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 5.37 488.5 2,960.0 1.81 82.2 424.0 Length=4.50 ft 4 0.068 0.194 1.60 1.00 1.00 1.00 1.000 1.00 1.00 1.00 2.22 202.2 2,960.0 0.79 82.2 424.0 +1.151D+1.750E 1.00 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0