46 (3rd civil) summary of systems
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The document is authored by two engineers, Eng. Ezz El-Din Mostafa and Eng. Yasser M. Samir, and consists of their names repeatedly listed.
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Table of Fixed End Moments Formulas
Fixed end moments are moments that occur at the ends of beams or other structural elements. These moments are caused by external forces or reactions that are applied at or very near the ends of the beam. Fixed end moments directly influence the maximum bending stress that will occur within the beam based on the applied loads and how they are transferred into or out of the ends of the beam.
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This document provides information about shear force diagrams. It defines shear force as unaligned forces pushing parts of a body in opposite directions. A shear force diagram indicates the shear force resisted by a beam along its length. To make a shear force diagram, reactions are first determined using equilibrium equations, then shear forces are calculated for different loading cases and plotted. Common loading cases are presented with example diagrams, such as a simply supported beam with uniform load or a cantilever beam with a concentrated load. The document outlines the general procedure of determining reactions, calculating shear forces, and drawing the diagram to analyze a beam.
Structural Analysis
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The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive functioning. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms for those who already suffer from conditions like anxiety and depression.
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Table of Fixed End Moments Formulas
Fixed end moments are moments that occur at the ends of beams or other structural elements. These moments are caused by external forces or reactions that are applied at or very near the ends of the beam. Fixed end moments directly influence the maximum bending stress that will occur within the beam based on the applied loads and how they are transferred into or out of the ends of the beam.
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This document provides information about shear force diagrams. It defines shear force as unaligned forces pushing parts of a body in opposite directions. A shear force diagram indicates the shear force resisted by a beam along its length. To make a shear force diagram, reactions are first determined using equilibrium equations, then shear forces are calculated for different loading cases and plotted. Common loading cases are presented with example diagrams, such as a simply supported beam with uniform load or a cantilever beam with a concentrated load. The document outlines the general procedure of determining reactions, calculating shear forces, and drawing the diagram to analyze a beam.
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The document discusses different types of deep foundations, focusing on pile foundations. It describes four main types of piles: timber piles, steel piles, concrete piles, and composite piles. It also discusses end bearing piles and friction piles. The key points covered include:
1) Piles are classified as either end bearing piles, which transmit most of their load through the pile tip, or friction piles, which transmit load through side friction along the pile shaft.
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The aim of the experiment is to find the flexural rigidity (EI) of a beam and compare it to the theoretical value. A beam with overhangs is loaded at the free ends and the central deflection is measured for different loads. The flexural rigidity is calculated using the measured deflection and load values and beam properties. This calculated EI is then compared to the theoretical EI calculated using the beam's cross-section dimensions and modulus of elasticity. Observing the beam's deflection under various loads allows determining its flexural rigidity and verifying beam theory calculations.
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There are six main types of structures: frame, shell, arch, mix-and-match, mass, and suspension. Frame structures are composed of long elements joined at the ends. Shell structures have a thin outer layer surrounding an empty or filled volume. Arches can be semicircular and were commonly made of stone in Roman times. Mix-and-match structures combine different structural elements. Mass structures are thick and made of clumped materials. Suspension structures hold beams from tall columns using cables.
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The document discusses the slope deflection method of structural analysis. It begins by deriving the fundamental slope deflection equations that relate end moments, slopes, and deflections of a beam. It then presents an example problem demonstrating the full procedure of applying the slope deflection method, which involves writing slope deflection equations for each member, establishing joint equilibrium equations, solving for unknown displacements, and substituting these into the slope deflection equations to determine end moments. The method provides a general approach for the analysis of continuous beams and frames.
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Footing a
1) Shallow foundations are used when the top soil layers can support applied loads with acceptable settlement. Types include spread footings, combined footings, strap-beam footings, wall footings, strip footings, and raft foundations.
2) Deep foundations are used when top soils are weak and cannot support structural loads. Types include piles, piers, and caissons, which transmit loads to deeper stronger soil layers.
3) The design of an isolated spread footing involves calculating the area and dimensions of plain concrete based on allowable soil bearing capacity, then determining reinforced concrete dimensions, contact pressure, and checking critical sections for moment, shear, and punching.
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This document discusses bearing capacity of shallow foundations. It defines bearing capacity as the ability of soil to safely carry pressure without shear failure. Terzaghi's bearing capacity theory from 1943 is described, including his assumptions of three soil zones and equations for calculating ultimate bearing capacity. The effects of foundation shape, inclined loads, soil type (clay vs. sand), and water table are explained. Settlement analysis is also important to determine allowable bearing capacity. An example problem demonstrates calculating the net allowable bearing capacity of a footing in clay.
Bearing 2
The document discusses bearing capacity, which is the ability of soil to safely support the load from a structure without failing. It presents Terzaghi's model of three soil zones under a foundation and his bearing capacity equation. The equation considers cohesion, overburden pressure, footing width and depth factors. Graphs show bearing capacity factors varying with soil friction angle. An example calculates the net allowable bearing capacity of an overconsolidated clay foundation.
5 compaction
Soil compaction involves densifying soil by reducing voids through application of external compactive effort. This increases the soil's bearing capacity, decreases settlement potential, and reduces hydraulic conductivity. Laboratory compaction tests determine the optimum water content and maximum dry density for a soil under specific compactive efforts like standard and modified Proctor tests. Field compaction is assessed through tests such as sand cone, nuclear, and relative compaction compared to laboratory results. Common compaction equipment includes vibratory rollers, sheepsfoot rollers, and impact rollers.
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46 (3rd civil) summary of systems
- 1. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 2. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 3. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
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- 6. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 7. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 8. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 9. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 10. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 11. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
- 12. By Eng. Ezz El-Din Mostafa & Eng. Yasser M. Samir
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