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: DECK JOIST Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V CD CM Ct CLx CF Cfu C Cr M fb F'b V fv F'v Length= 1.330 ft 2 0.020 0.146 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.04 19.6 989.2 0.02 20.2 138.0 +D+0.750L 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.0 0.00 0.0 0.0 Length= 10.70 ft 1 0.431 0.203 1.25 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.83 463.7 1,075.3 0.28 30.4 150.0 Length=1.330 ft 2 0.027 0.203 1.25 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.05 29.6 1,075.3 0.03 30.4 150.0 +D+0.750L+0.7505 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.0 0.00 0.0 0.0 Length=10.70 ft 1 0.616 0.289 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 1.09 609.6 989.2 0.37 39.9 138.0 Length=1.330 ft 2 0.039 0.289 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.07 38.9 989.2 0.04 39.9 138.0 +0.60D 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.0 0.00 0.0 0.0 Length= 10.70 ft 1 0.049 0.023 1.60 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.12 68.1 1,376.3 0.04 4.5 192.0 Length= 1.330 ft 2 0.003 0.023 1.60 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.01 4.3 1,376.3 0.00 4.5 192.0 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.7505 1 0.1837 5.380 0.0000 0.000 2 0.0000 5.380 +D+0.750L+0.750S -0.0701 1.330 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Max Upward from all Load Conditions 0.413 0.530 Max Upward from Load Combinations 0.413 0.530 Max Upward from Load Cases 0.316 0.406 D Only 0.077 0.099 +D+L 0.393 0.504 +D+S 0.209 0.268 +D+0.750L 0.314 0.403 +D+0.750L+0.7505 0.413 0.530 +0.60D 0.046 0.059 L Only 0.316 0.406 S Only 0.132 0.169