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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:HDR2-4 <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 = 6.0 ft 1 0.481 0.148 1.25 1.000 1.001.00 1.00 1.18 511.2 1,062.5 0.67 225.01.00 33.31.00 <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 = 6.0 ft 1 0.523 0.161 1.15 1.000 1.001.00 1.00 1.18 511.2 977.5 0.67 207.01.00 33.31.00 <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 = 6.0 ft 1 0.215 0.066 1.60 1.000 1.001.00 1.00 0.68 292.1 1,360.0 0.38 288.01.00 19.11.00 <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 = 6.0 ft 1 0.376 0.116 1.60 1.000 1.001.00 1.00 1.18 511.2 1,360.0 0.67 288.01.00 33.31.00 <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 = 6.0 ft 1 0.376 0.116 1.60 1.000 1.001.00 1.00 1.18 511.2 1,360.0 0.67 288.01.00 33.31.00 <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 = 6.0 ft 1 0.129 0.040 1.60 1.000 1.001.00 1.00 0.41 175.3 1,360.0 0.23 288.01.00 11.41.00 <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 = 6.0 ft 1 0.215 0.066 1.60 1.000 1.001.00 1.00 0.68 292.1 1,360.0 0.38 288.01.00 19.11.00 <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 = 6.0 ft 1 0.376 0.116 1.60 1.000 1.001.00 1.00 1.18 511.2 1,360.0 0.67 288.01.00 33.31.00 <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 = 6.0 ft 1 0.129 0.040 1.60 1.000 1.001.00 1.00 0.41 175.3 1,360.0 0.23 288.01.00 11.41.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.0962 3.022 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 0.900 0.900 <br />Max Upward from Load Combinations 0.900 0.900 <br />Max Upward from Load Cases 0.450 0.450 <br />+D+H 0.450 0.450 <br />+D+L+H 0.900 0.900 <br />+D+Lr+H 0.450 0.450 <br />+D+S+H 0.450 0.450 <br />+D+0.750Lr+0.750L+H 0.788 0.788 <br />+D+0.750L+0.750S+H 0.788 0.788 <br />+D+0.60W+H 0.450 0.450 <br />+D+0.750Lr+0.750L+0.450W+H 0.788 0.788 <br />+D+0.750L+0.750S+0.450W+H 0.788 0.788 <br />+0.60D+0.60W+0.60H 0.270 0.270 <br />+D+0.70E+0.60H 0.450 0.450 <br />+D+0.750L+0.750S+0.5250E+H 0.788 0.788 <br />+0.60D+0.70E+H 0.270 0.270 <br />D Only 0.450 0.450 <br />L Only 0.450 0.450 <br />H Only <br />1022 S Hickory St <br />1/9/2025
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