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4020 HOYT AVE 2025-10-06
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4020 HOYT AVE 2025-10-06
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10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
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Address Document
Street Name
HOYT AVE
Street Number
4020
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Project Title: LUCAS SITE VISIT <br /> Engineer: CHRIS LALONDE <br /> Project ID: SDA#10052 <br /> Project Descr: SITE VISIT <br /> 2D Frame Project File: 10052 ec6-I <br /> LIC#:KW-06014008,Build:20.23 10 02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: TYPICAL FRAME <br /> Extreme Member Forces Only Load Combinations giving maximum values are listed <br /> Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint <br /> A -0 08337 k 6 731 ft 0 3618 k-ft 6.731 ft 0.03376 k 0 0 ft <br /> Max +0.60D +D+S +D+S <br /> A -0.9238 k 0.0 ft -0.02187 k-ft 1.236 ft -0.1412 k 6.731 ft <br /> Min +D+S +D+S +D+S <br /> B -0.05810 k 3.627 ft 0.3618 k-ft 0.0 ft 0.3035 k 0.0 ft <br /> Max +0.60D +D+S +D+S <br /> B -0.4054 k 0.0 ft -0.2945 k-ft 3.627 ft 0 01002 k 3.627 ft <br /> Min +D+S +D+S +0.60D <br /> C -0.1322 k 2.074 ft -0.001528 k-ft 2.032 ft -0.01234 k 0.0 ft <br /> Max +0.60D +0.60D +0.60D <br /> C -0.8094 k 0.0 ft -0 2945 k-ft 0.0 ft -0.2120 k 2.074 ft <br /> Min +D+S +D+S +D+S <br /> D -0.1322 k 0.0 ft -0.001528 k-ft 0.04233 ft 0.2120 k 0.0 ft <br /> Max +0.60D +0.60D +D+S <br /> D -0.8094 k 2.074 ft -0.2945 k-ft 2.074 ft 0 01234 k 2 074 ft <br /> Min +D+S +D+S +0.60D <br /> E -0.05810 k 0.0 ft 0.3618 k-ft 3.627 ft -0.01002 k 0.0 ft <br /> Max +0.60D +D+S +0.60D <br /> E -0.4054 k 3.627 ft -0.2945 k-ft 0.0 ft -0.3035 k 3.627 ft <br /> Min +D+S +D+S +D+S <br /> F -0.08337 k 0.0 ft 0.3618 k-ft 0.0 ft 0 1412 k 0.0 ft <br /> Max +0.60D +D+S +D+S <br /> F -0.9238 k 6.731 ft -0.02187 k-ft 5.495 ft -0.03376 k 6.731 ft <br /> Min +D+S +D+S +D+S <br /> G 0.4878 k 0.0 ft 0 0 k-ft 0 0 ft 0.0 k 0.0 ft <br /> Max +D+S <br /> G 0.08362 k 0.0 ft 0.0 k-ft 0.0 ft 0.0 k 0.0 ft <br /> Min +0.60D <br /> Member Stress Checks... Stress Checks per AISC 360-16&NDS 2018 <br /> Member Section Material Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios <br /> Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) <br /> A Group Hem-Fir, N +D+S 0.846 PASS 6.73 +D+S 0.234 PASS 673 <br /> B Group Hem-Fir, N +D+S 0 845 PASS 0.00 +D+S 0.503 PASS 0.00 <br /> C Group Hem-Fir, N +D+S 0.694 PASS 0.00 +D+S 0.351 PASS 2.07 <br /> D Group Hem-Fir, N +D+S 0.694 PASS 2.07 +D+S 0.351 PASS 0.00 <br /> E Group Hem-Fir, N +D+S 0.845 PASS 3.63 +D+S 0.503 PASS 3.63 <br /> F Group Hem-Fir,N +D+S 0.846 PASS 0.00 +D+S 0 234 PASS 0.00 <br /> G Group Hem-Fir.N +D+S 0 065 PASS 0.00 N/A 0.000 PASS 000 <br />
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