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1. Design a floor joist using Microlam 2.0E PSL supported by 2x6 walls with the following conditions: Floor DL = 15 psf Floor Live
1. Design a floor joist using Microlam 2.0E PSL supported by 2x6 walls with the following conditions: Floor DL = 15 psf Floor Live Load = 40 psf Horizontal Span (a) 20 ft (b) 30 ft 2 inch notch at the face of support Check moment shear and bearing Note: Microlam 2.0E PSL (1.75x 5", 7", 9", 9", 11%", 117/8", 14", 16", 18", and 20") if Fb = 2,900 psi Fv = 290 psi Fq= 750 psi Cv = (12/d)0.136
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Accounting for Decision Making and Control
Authors: Jerold Zimmerman
8th edition
78025745, 978-0078025747
