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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:20.24.07.08 SPS Engineering (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CJ1 <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 = 18.0 ft 1 0.473 0.111 1.25 1.100 1.151.00 1.00 1.13 636.2 1,344.1 0.23 225.01.00 25.11.00 <br />1.00+D+0.750L+0.750S+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.514 0.121 1.15 1.100 1.151.00 1.00 1.13 636.2 1,236.5 0.23 207.01.00 25.11.00 <br />1.00+D+0.60W+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.172 0.040 1.60 1.100 1.151.00 1.00 0.53 295.4 1,720.4 0.11 288.01.00 11.61.00 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.370 0.087 1.60 1.100 1.151.00 1.00 1.13 636.2 1,720.4 0.23 288.01.00 25.11.00 <br />1.00+D+0.750L+0.750S+0.450W+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.370 0.087 1.60 1.100 1.151.00 1.00 1.13 636.2 1,720.4 0.23 288.01.00 25.11.00 <br />1.00+0.60D+0.60W+0.60H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.103 0.024 1.60 1.100 1.151.00 1.00 0.32 177.2 1,720.4 0.06 288.01.00 7.01.00 <br />1.00+D+0.70E+0.60H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.172 0.040 1.60 1.100 1.151.00 1.00 0.53 295.4 1,720.4 0.11 288.01.00 11.61.00 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.370 0.087 1.60 1.100 1.151.00 1.00 1.13 636.2 1,720.4 0.23 288.01.00 25.11.00 <br />1.00+0.60D+0.70E+H 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 18.0 ft 1 0.103 0.024 1.60 1.100 1.151.00 1.00 0.32 177.2 1,720.4 0.06 288.01.00 7.01.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+L+H 1 0.6604 9.066 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 0.297 0.297 <br />Max Upward from Load Combinations 0.297 0.297 <br />Max Upward from Load Cases 0.180 0.180 <br />+D+H 0.117 0.117 <br />+D+L+H 0.297 0.297 <br />+D+Lr+H 0.117 0.117 <br />+D+S+H 0.117 0.117 <br />+D+0.750Lr+0.750L+H 0.252 0.252 <br />+D+0.750L+0.750S+H 0.252 0.252 <br />+D+0.60W+H 0.117 0.117 <br />+D+0.750Lr+0.750L+0.450W+H 0.252 0.252 <br />+D+0.750L+0.750S+0.450W+H 0.252 0.252 <br />+0.60D+0.60W+0.60H 0.070 0.070 <br />+D+0.70E+0.60H 0.117 0.117 <br />+D+0.750L+0.750S+0.5250E+H 0.252 0.252 <br />+0.60D+0.70E+H 0.070 0.070 <br />D Only 0.117 0.117 <br />L Only 0.180 0.180 <br />H Only <br />1022 S Hickory St <br />1/9/2025
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