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1022 S Hickory St - Plan
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1022 S Hickory St - Plan
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Last modified
11/12/2025 10:00:31 PM
Creation date
6/5/2025 7:35:34 AM
Metadata
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Template:
Plan
Permit Number
101120004
Full Address
1022 S Hickory St
Street Number
1022
Street Direction
S
Street Name
Hickory
Street Suffix
St
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Wood Beam <br />LIC# : KW-06019339, Build:20.23.08.30 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:HDR5 <br />SPS Engineering <br />15445 Ventura Blvd #63 <br />Sherman Oaks CA, 91403 <br />818 747 7269 <br />Project File: HICKORY ST.ec6 <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />1.00Length = 12.0 ft 1 0.625 0.354 1.25 1.000 1.001.00 1.00 6.71 663.8 1,062.5 3.36 225.01.00 79.71.00 <br />1.00+D+0.750L+0.750S+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.679 0.385 1.15 1.000 1.001.00 1.00 6.71 663.8 977.5 3.36 207.01.00 79.71.00 <br />1.00+D+0.60W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.279 0.158 1.60 1.000 1.001.00 1.00 3.83 379.3 1,360.0 1.92 288.01.00 45.61.00 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.488 0.277 1.60 1.000 1.001.00 1.00 6.71 663.8 1,360.0 3.36 288.01.00 79.71.00 <br />1.00+D+0.750L+0.750S+0.450W+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.488 0.277 1.60 1.000 1.001.00 1.00 6.71 663.8 1,360.0 3.36 288.01.00 79.71.00 <br />1.00+0.60D+0.60W+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.167 0.095 1.60 1.000 1.001.00 1.00 2.30 227.6 1,360.0 1.15 288.01.00 27.31.00 <br />1.00+D+0.70E+0.60H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.279 0.158 1.60 1.000 1.001.00 1.00 3.83 379.3 1,360.0 1.92 288.01.00 45.61.00 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.488 0.277 1.60 1.000 1.001.00 1.00 6.71 663.8 1,360.0 3.36 288.01.00 79.71.00 <br />1.00+0.60D+0.70E+H 1.000 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 12.0 ft 1 0.167 0.095 1.60 1.000 1.001.00 1.00 2.30 227.6 1,360.0 1.15 288.01.00 27.31.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.2089 6.569 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 1.367 3.953 <br />Max Upward from Load Combinations 1.367 3.953 <br />Max Upward from Load Cases 0.683 1.977 <br />+D+H 0.683 1.977 <br />+D+L+H 1.367 3.953 <br />+D+Lr+H 0.683 1.977 <br />+D+S+H 0.683 1.977 <br />+D+0.750Lr+0.750L+H 1.196 3.459 <br />+D+0.750L+0.750S+H 1.196 3.459 <br />+D+0.60W+H 0.683 1.977 <br />+D+0.750Lr+0.750L+0.450W+H 1.196 3.459 <br />+D+0.750L+0.750S+0.450W+H 1.196 3.459 <br />+0.60D+0.60W+0.60H 0.410 1.186 <br />+D+0.70E+0.60H 0.683 1.977 <br />+D+0.750L+0.750S+0.5250E+H 1.196 3.459 <br />+0.60D+0.70E+H 0.410 1.186 <br />D Only 0.683 1.977 <br />L Only 0.683 1.977 <br />H Only <br />1022 S Hickory St <br />1/9/2025
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