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1031 W 1st St - Plan
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1031 W 1st St - Plan
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Last modified
6/5/2025 7:35:41 AM
Creation date
6/5/2025 7:35:34 AM
Metadata
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Template:
Plan
Permit Number
40139270
101119950
Full Address
1031 W First St
Text box
ID:
1
Creator:
Import Agent
Created:
6/5/2025 7:35 AM
Modified:
6/4/2025 1:28 PM
Text:
PC Item #3: Mech Screen
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Wood Beam <br />LIC# : KW-06017211, Build:20.24.06.04 CROSS ENGINEERING (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:PC-3: Mech screen brace support beam (C&C Loading) <br />CROSS ENGINEERING <br />Consulting Structural Engineers <br />3198-G Airport Loop Drive <br />Costa Mesa, CA 92626 <br />(714)-556-5475 <br />Project File: 24-101-AL-SA.ec6 <br />Project Title:Assistance League of SA <br />Engineer:KDC <br />Project ID:24-101 <br />Project Descr:Mechanical units+ Screen <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 = 7.542 ft 1 0.271 0.083 1.60 1.300 1.001.00 1.00 1.30 507.5 1,872.0 0.40 288.01.00 23.81.00 <br />1.00+D+0.450W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.542 ft 1 0.249 0.073 1.60 1.300 1.001.00 1.00 1.19 465.9 1,872.0 0.36 288.01.00 21.01.00 <br />1.00+0.60D+0.60W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.542 ft 1 0.315 0.090 1.60 1.300 1.001.00 1.00 1.51 589.6 1,872.0 0.44 288.01.00 25.91.00 <br />1.00+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 7.542 ft 1 0.014 0.006 1.60 1.300 1.001.00 1.00 0.07 25.9 1,872.0 0.03 288.01.00 1.81.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />W Only 1 0.1113 3.854 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 0.602 0.679 <br />Max Upward from Load Combinations 0.419 0.466 <br />Max Upward from Load Cases 0.602 0.679 <br />D Only 0.058 0.058 <br />+D+Lr 0.134 0.134 <br />+D+0.750Lr 0.115 0.115 <br />+D+0.60W 0.419 0.466 <br />+D+0.750Lr+0.450W 0.386 0.421 <br />+D+0.450W 0.329 0.364 <br />+0.60D+0.60W 0.396 0.443 <br />+0.60D 0.035 0.035 <br />Lr Only 0.075 0.075 <br />W Only 0.602 0.679 <br />1031 W 1st St - <br />101119950 & 4013927010/18/2024
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