1605 EDGEMOOR LN 2025-04-25 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#9684A- 12'DECK Project Descr: Wood Beam Project File:9684A.ec6 LIC#:KW-06014008,Build:20.23.3.22 Structural Design Associates (c)ENERCALC INC 1983-2023 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 i Cr M fb F'b V fv F'v Length=1.330 ft 2 0.026 0.191 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.05 25.7 989.2 0.03 26.4 138.0 +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 0.567 0.266 1.25 1.00 1.00 1.00 1.100 1.00 0.80 1.15 1.09 610.1 1,075.3 0.37 40.0 150.0 Length=1.330 ft 2 0.036 0.266 1.25 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.07 38.9 1,075.3 0.04 40.0 150.0 +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 0.813 0.382 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 1.43 804.2 989.2 0.49 52.7 138.0 Length=1.330 ft 2 0.052 0.382 1.15 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.09 51.3 989.2 0.06 52.7 138.0 +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 0.063 0.030 1.60 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.15 86.6 1,376.3 0.05 5.7 192.0 Length= 1.330 ft 2 0.004 0.030 1.60 1.00 1.00 1.00 1.100 1.00 0.80 1.15 0.01 5.5 1,376.3 0.01 5.7 192.0 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.7505 1 0.2424 5.380 0.0000 0.000 2 0.0000 5.380 +D+0.750L+0.750S -0.0925 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 0.544 0.699 Max Upward from Load Combinations 0.544 0.699 Max Upward from Load Cases 0.420 0.540 D Only 0.098 0.125 +D+L 0.518 0.665 +D+S 0.273 0.350 +D+0.750L 0.413 0.530 +D+0.750L+0.7505 0.544 0.699 +0.60D 0.059 0.075 L Only 0.420 0.540 S Only 0.175 0.225