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I wood Beam <br />LIC#: KW-06017286 , Bu il d:20 .23 .08 .30 <br />DESCRIPTION: HDR-1-Header <br />VP HOME <br />Project Title : <br />Engineer : <br />Project 10 : <br />Project Oeser : <br />Project File : SA Cente r.ec6 <br />(c) ENERCALC INC 1983-2023 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination llllax Stress Raflos lllloment Values Sfiear Values <br />Segment Length Span# M v CD CM Ct CLx c Cfu ci cr M fb F'b v fv F'v <br />Length = 4.0 ft 0.463 0 .318 1.15 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.59 622 .7 1,345 .5 1.11 65 .9 207 .0 <br />+0 .60D 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0 .0 0 .00 0.0 0.0 <br />Length = 4.0 ft 0.124 0 .086 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0 .59 232.7 1,872.0 0 .42 24 .6 288 .0 <br />Overall Maximum Deflections <br />Load Combination Span Max . "-" Defl Location in Span Load Combination Max. "+" Deft Location in Span <br />+D+O . 750Lr+O . 750L <br />Vertical Reactions <br />Load Combination <br />Max Upward from all Load Cond1t1ons <br />Max Upward from Load Combinations <br />Max Upward from Load Cases <br />DOnly <br />+D+L <br />+D+Lr <br />+D+O. 750Lr+O . 750L <br />+D+0 .750L <br />+0 .60D <br />Lr Only <br />L Only <br />0 .0308 2.015 0.000 <br />Support notation : Far left is #1 <br />0 .0000 <br />Values in KIPS <br />Support 1 Support 2 <br />1.891 1.891 <br />1.891 1.891 <br />0 .991 0 .991 <br />0 .991 0 .991 <br />1.791 1.791 <br />1.391 1.391 <br />1.89 1 1.891 <br />1.591 1.591 <br />0 .595 0 .595 <br />0.400 0.400 <br />0 .800 0 .800 <br />t{::-P~ A;>(~ l4 <br />(§))~(II(/~)~~~ P'lt:,, <br />/0 <br />2234 S Center St #100 - <br />1011186658/13/2024