2102 ROSS AVE 2018-02-23 - Laserfiche WebLink

Project Title: Engineer: Project ID: Project Descr: Printed: 6 DEC 2016, 6:35PM Composite Steel Beam Lic.# KW-06011349 Licensee SSF,KW-06011349 Description: Typ Beam(W12x30)-Final Load Comb&Design Length Max Stress Ratios Bending Summary Shear Summary Span# M V Mu-Applied 4nTr/Omega Va Vn/Omega Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Post Composite:+D+H Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.839 0.531 152.96 182.33 33.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182,33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L= 18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L= 18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Post Composite:+D+H Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.839 0.531 152.96 182.33 33.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L= 18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Post Composite:+D+H Span L= 18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.839 0.531 152.96 182.33 33.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182,33 6.99 63.96 Span L=18 it 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 -27.24 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Post Composite:+D+H Span L= 18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.839 0.531 152.96 182.33 33.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.173 0.109 31.46 182.33 6.99 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24 63.96 - Span L=18 ft 1 0.672 0.426 122.59 182.33 27.24, 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96 Span L=18 ft 1 0.104 0.066 18.88 182.33 4.20 63.96