Engineering Report — Truss Analysis (2024-04-08)

JOB DATE DRAWN CHECKED APPROVED DATE REVISIONS 04/08 10 J. DOE J. DOE J. DOE 04/08 1 PROJECT: TRUSS ANALYSIS SCALE: NTS SHEET: 1 OF 1 DATE: 04/08/2024 DESIGN LOADS: DEAD = 10 PSF, LIVE = 20 PSF, WIND = 90 MPH, EXPOSURE B, SNOW = 30 PSF MATERIAL PROPERTIES: WOOD = SPF #2, STEEL = A36 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" NOTES: 1. ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. 2. ALL MATERIALS SHALL MEET ASTM STANDARDS. 3. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. INSPECTION REQUIRED AT ALL JOINTS. 5. LOADS ARE PER ASCE 7-16. 6. DEFLECTION LIMITS: L/360 FOR FLOOR, L/240 FOR ROOF. 7. CONNECTIONS SHALL BE DESIGNED FOR THE GREATER OF THE MEMBER FORCE OR THE MINIMUM CONNECTION CAPACITY. 8. FABRICATION TOLERANCES: +/- 1/8 IN. 9. PAINTING: PRIME COAT ONLY. 10. SHOP DRAWINGS REQUIRED BEFORE FABRICATION. 4