4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

Project Title: LUCAS SITE VISIT Engineer: CHRIS LALONDE Project ID: SDA#10052 Project Descr: SITE VISIT 2D Frame Project File: 10052.ec6 LIC#:KW-0601 66 B6&20 23 10 02 Structural Design Associates (c)ENERCALC INC 1983-2023 DESCRIPTION: TYPICAL FRAME Extreme Joint Reactions Only Load Combinations giving maximum values are listed Joint Reactions Joint Label x Y Z k k k-ft Min 3 Max Min 4 Max Min 5 -0.05344 0.8703 Max +0 60D +D+S -0.3117 0.1492 Min +D+S +0.60D 6 Max Min 7 Max Min Extreme Member End Forces Only Load Combinations giving maximum values are listed Member"I"End Forces Member"J"End Forces Member Labe! Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft A 0.9238 0.03376 0.0 -0.08337 0.1412 -0 06202 Max +D+S +D+S D Only +0 60D +D+S +0 60D A 0.1584 0.005787 0.0 -0.4863 002421 -0 3618 Min +0.60D +0.60D D Only +D+S +0 60D +D+S B 04054 0.3035 0.3618 -0.05810 -0.01002 0.2945 Max +D+S +D+S +D+S +0.60D +0 60D +D+S B 0.06950 0.05202 0.06202 -0.3389 -0.05847 0.05049 Min +0 60D +0.60D +0 60D +D+S +D+S +0 60D C 0.8094 -0.01234 -0.05049 -0.1322 02120 0.0 Max +D+S +0 60D +0 60D +0 60D +D+S D Only C 0.1388 -0.07199 -0.2945 -0.7709 003634 0.0 Min +0 60D +D+S +D+S +D+S +0.60D D Only D 07709 0.2120 0.0 -0.1388 -0.01234 0.2945 Max +D+S +D+S D Only +0 60D +0 60D +D+S D 0.1322 003634 00 -0.8094 -0.07199 0.05049 Min +0 60D +0 60D D Only +D+S +D+S +0 60D E 0.3389 -0.01002 -0.05049 -0.06950 0.3035 -0.06202 Max +D+S +0 60D +0 60D +0 60D +D+S +0 60D E 0.05810 -0.05847 -0.2945 -0.4054 0.05202 -0.3618 Min +0 60D +D+S +D+S +D+S +0 60D +D+S F 0.4863 0.1412 0.3618 -0.1584 0.03376 00 Max +D+S +D+S +D+S +0.60D +D+S D Only F 0.08337 002421 0.06202 -0.9238 0005787 00 Min +0 60D +0 60D +0 60D +D+S +0 60D D Only G -0.08362 0.0 0.0 0.4878 0.0 0.0 Max +0 60D D Only D Only +D+S D Only D Only G -0 4878 0.0 0.0 0.08362 00 00 Min +D+S D Only D Only +0.60D D Only D Only