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El movimiento 'Gran Faro 3D' busca transformar la educaci坦n en 叩reas STEM a trav辿s de un enfoque din叩mico y colaborativo, inspirado en la iniciativa 'Big Beacon'. Se centra en formar estudiantes integrales capaces de crear, innovar y resolver problemas en un mundo en constante cambio, fomentando el aprendizaje permanente y la colaboraci坦n. Este manifiesto enfatiza la necesidad de superar los enfoques educativos tradicionales para preparar a los estudiantes para un futuro con humanidad y 辿tica.Alistamiento proyectoharoldhernandezm4
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SI51_PACKKevin Wilson
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This document provides a bill of materials for supporting a 30-inch pipe with two temporary engineered supports. It lists 10 items needed, including u-bolts, rod couplings, a trapeze assembly, washers, nuts, threaded bars, and beam clamps. It also evaluates the load capacity of each item and confirms they can adequately support the required load of 8,000 pounds on the temporary pipe support.Cv for solomon n
Cv for solomon nNgang Asanji Solomon
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Ngang Asanji Solomon is seeking an entry-level warehousing position. He has over 10 years of experience as a warehouse keeper and driller's helper. He has the strength and skills needed to safely receive, store, and distribute heavy drilling equipment and materials. He is proficient in inventory management and record keeping.Wireless sensor network lifetime constraints
Wireless sensor network lifetime constraintsmmjalbiaty
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This document summarizes a survey on wireless sensor network lifetime constraints. It discusses how sensor node energy consumption affects network lifetime and the role of routing protocols in extending lifespan. Generic energy consumption includes reception, transmission, and sensing. Deployment strategies like deterministic grids can balance energy usage to prolong network lifetime. Routing protocols aim to minimize transmissions and optimize paths to reduce energy costs.Exploded_View_Reedy_Motor3
Exploded_View_Reedy_Motor3Kevin Wilson
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The document lists the bill of materials for an electric motor assembly. It includes 11 items with descriptions, part numbers, quantities, and notes on installation. The drawing list references 11 related drawings for the items. Note 1 specifies lubrication of bushings, Note 2 specifies installation of a screw, and Note 3 specifies a press fit installation between other items.SI58_SKETCHES_EVAL
SI58_SKETCHES_EVALKevin Wilson
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The document is a bill of materials for temporary pipe supports between turbine building columns. It lists 9 items needed including adjustable clevis hangers, nuts, threaded rod, and clamps to securely support 6" and 8" pipes lacking permanent supports in that location. An engineering evaluation found the pipes were suspended only by cables and needed additional supports to withstand the weight of the pipe, which is calculated in the report. The engineer recommends installing new supports as shown in the attached sketch.Calculation_Tubelock_Load_Capacity
Calculation_Tubelock_Load_CapacityKevin Wilson
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This engineering calculation document calculates the load capacities of tubelock beams used at the Watts Bar Nuclear Plant Unit 2 Completion Project. It includes calculations of section properties and load capacities for various tubelock beam configurations, including single tubelocks, multiple inline tubelocks, and triangular tubelock arrangements. Tables present the results of the calculations, listing properties like area, moment of inertia, and allowable uniform and concentrated load capacities for each tubelock beam type.SI63_Hanger_Bracket_Evaluation
SI63_Hanger_Bracket_EvaluationKevin Wilson
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The document evaluates a hanger bracket design for scaffold storage. It summarizes that a bracket can be fabricated from 3/8" thick by 2" wide bar, as shown in an attached sketch, and will have a rated capacity of 450 lbs. Engineering calculations are provided to analyze the structural integrity of the bracket design under bending, shear, and deflection loads.SI33_Evaluation_Temp_Support_Jet_Imping
SI33_Evaluation_Temp_Support_Jet_ImpingKevin Wilson
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The jet impingement shield is unstable as it is suspended by cables and a chain hoist. The base plate holding the shield is only tack welded and not strong enough. A temporary support system is recommended, with sketches and a bill of materials provided for a designed system using W-beams, plates, and bolts. Calculations show the designed system meets strength requirements.More Related Content
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Exploded_View_Reedy_Motor3
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The document lists the bill of materials for an electric motor assembly. It includes 11 items with descriptions, part numbers, quantities, and notes on installation. The drawing list references 11 related drawings for the items. Note 1 specifies lubrication of bushings, Note 2 specifies installation of a screw, and Note 3 specifies a press fit installation between other items.SI58_SKETCHES_EVAL
SI58_SKETCHES_EVALKevin Wilson
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The document is a bill of materials for temporary pipe supports between turbine building columns. It lists 9 items needed including adjustable clevis hangers, nuts, threaded rod, and clamps to securely support 6" and 8" pipes lacking permanent supports in that location. An engineering evaluation found the pipes were suspended only by cables and needed additional supports to withstand the weight of the pipe, which is calculated in the report. The engineer recommends installing new supports as shown in the attached sketch.Calculation_Tubelock_Load_Capacity
Calculation_Tubelock_Load_CapacityKevin Wilson
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This engineering calculation document calculates the load capacities of tubelock beams used at the Watts Bar Nuclear Plant Unit 2 Completion Project. It includes calculations of section properties and load capacities for various tubelock beam configurations, including single tubelocks, multiple inline tubelocks, and triangular tubelock arrangements. Tables present the results of the calculations, listing properties like area, moment of inertia, and allowable uniform and concentrated load capacities for each tubelock beam type.SI63_Hanger_Bracket_Evaluation
SI63_Hanger_Bracket_EvaluationKevin Wilson
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The document evaluates a hanger bracket design for scaffold storage. It summarizes that a bracket can be fabricated from 3/8" thick by 2" wide bar, as shown in an attached sketch, and will have a rated capacity of 450 lbs. Engineering calculations are provided to analyze the structural integrity of the bracket design under bending, shear, and deflection loads.SI33_Evaluation_Temp_Support_Jet_Imping
SI33_Evaluation_Temp_Support_Jet_ImpingKevin Wilson
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The jet impingement shield is unstable as it is suspended by cables and a chain hoist. The base plate holding the shield is only tack welded and not strong enough. A temporary support system is recommended, with sketches and a bill of materials provided for a designed system using W-beams, plates, and bolts. Calculations show the designed system meets strength requirements.