10621 ROSEWOOD AVE 2025-07-30 - Laserfiche WebLink

Project Title: Engineer: GS Project ID: Project Descr: Wood Column Project File:23-102.ec6 LIC#:KW-06016378,Build:20.24.03.04 Zvelt Engineering Design,PLLC (c)ENERCALC INC 1983-2022 DESCRIPTION: Post at stair Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location +1.088D+0.750L-1.313E 1.600 0.551 0.6532 PASS 5.034 ft 0.1114 PASS 10.0 ft +0.60D 1.600 0.551 0.01123 PASS 0.0 ft 0.0 PASS 10.0 ft +0.4824D+1.750E 1.600 0.551 0.8593 PASS 5.034 ft 0.1485 PASS 10.0 ft +0.4824D-1.750E 1.600 0.551 0.8593 PASS 5.034 ft 0.1485 PASS 10.0 ft Maximum Reactions Note: Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 1.118 +D+L 1.452 +D+Lr 1.568 +D+0.750Lr+0.750L 1.706 +D+0.750L 1.368 +D+0.70E 0.800 0.800 1.118 +D+0.750L+0.5250E 0.600 0.600 1.368 +0.60D 0.671 +0.60D+0.70E 0.800 0.800 0.671 Lr Only 0.450 L Only 0.334 E Only 1.143 1.143 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000ft 0.000 in 0.000ft +D+L 0.0000 in 0.000ft 0.000 in 0.000ft +D+Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750Lr+0.750L 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750L 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.70E 0.1943 in 5.034ft 0.000 in 0.000ft +D+0.750L+0.5250E 0.1457 in 5.034ft 0.000 in 0.000ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft +0.60D+0.70E 0.1943 in 5.034ft 0.000 in 0.000ft Lr Only 0.0000 in 0.000ft 0.000 in 0.000ft L Only 0.0000 in 0.000ft 0.000 in 0.000ft EOnly 0.2775in 5.034ft 0.000 in 0.000ft 7/11