sites at lafayette – the place for personal, club, project ... · live load reduction factor: 15...

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Page 1: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 2: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 3: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 4: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 5: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 6: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 7: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 8: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 9: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 10: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed
Page 11: Sites at Lafayette – The place for personal, club, project ... · Live Load Reduction Factor: 15 L = 0.25 + Final Exam U.S. customary units Prof. Kurtz where Lo design load listed