Appendix E2 - Wet Well Structural Calc.pdf
PDF 3 MB Posted
- Solicitation number
- W912GB21R0029
- Issued by
-
Department of the Army European Command
About this file
This document contains structural calculations for a utility repair project wet well. The calculations include assumed loading parameters, a 3D model, reinforcement steel area demands, concrete shear design, and steel beam checks. Detailed calculations are provided for steel reinforcement requirements, shear demands at different sections of the wet well, and design of steel beams at the platform.
The federal contract opportunity is a request for proposal for utility modernization work at Chievres Air Base in Belgium. Interested offerors must register to attend a pre-proposal site visit by 18 June 2021 to receive site visit details. The opportunity aims to modernize utilities at the base for the Department of the Army European Command. The RFP number is W912GB21R0029.
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Text version
2/3/2021Submittal Date:
Revision Date:
Prepared By:
Structural Calculations
Prepared for:
Utility Repair Project - Wet Well
193690-03Project No.:
3-24-21
100% Structural Calculations
Assumed Loading A
Model Imput B
3D Graphic C
Reinforcement Steel Area Demand D
Concrete Shear Design E
Steel Beam Check F
95% Structural Calculations
A
Assumed
Loading
Section:
1176 psf
B
Model Imput
C
3D Graphic
D
Reinforcement
Steel Area
Demand
Steel Area Demand ft^2/ft
Steel Area Demand ft^2/ft
Steel Area Demand ft^2/ft
Top steel required (evelope)
Steel Area Demand ft^2/ft
Steel Area Demand ft^2/ft
Steel Area Demand ft^2/ft
E
Concrete Shear
Design
Shear Demand Kips Kips/ft
Shear Demand Kips/ftEnvelope
Shear Demand Kips/ft
Envelope
20 kips/ft
F
Steel Beam
Check
Steel beams at platform design
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