Metode bishop
•Download as PPTX, PDF•
1 like•1,563 views
This document discusses Bishop's method for analyzing slope stability using circular slip surfaces. It provides equations for calculating vertical forces, horizontal forces, pore water pressure ratios, factor of safety, and effective and total stress analyses. It then gives an example problem calculating the factor of safety considering tension cracks filled with water, with given soil properties. The summary calculations find a factor of safety of 1.042 using effective stress analysis and 1.481 using total stress analysis.
Report
Share
Report
Share
Recommended
Klasifikasi tanah AASHTO DAN UNIFIED
presentasi klasifikasi tanah muhamad ulul azmi Universitas Mercu Buana
Kp 02 2010 bangunan utama
Dokumen tersebut menjelaskan tentang standar perencanaan irigasi yang meliputi kriteria perencanaan, gambar bangunan irigasi, dan persyaratan teknis untuk memfasilitasi perencanaan pembangunan irigasi yang handal dan berkualitas."
Geometrik Jalan Raya (Perencanaan)
Geometrik Jalan Raya (Perencanaan)
Jalan Raya adalah suatu jalur tanah yang permukaannya dibentuk dengan kemiringan tertentu dan diberi perkerasan yang dipergunakan untuk lintasaan kendaraan maupun orang yang menghubungkan lalu lintas antara dua atau lebih tempat pemusatan kegiatan.
Soil study thesis
Dokumen tersebut membahas tentang studi pustaka mengenai tanah dan penggunaannya dalam konstruksi bangunan. Terdapat penjelasan mengenai sifat-sifat tanah, cara mengidentifikasi jenis tanah melalui sondir dan boring, serta identifikasi tanah berpotensi ekspansif berdasarkan indeks plastisitas dan uji Atterberg Limits."
Daya dukung pondasi dengan analisis terzaghi
Dokumen tersebut membahas analisis daya dukung pondasi menurut teori Terzaghi. Terzaghi mengembangkan analisis daya dukung berdasarkan anggapan tertentu seperti pondasi berbentuk memanjang tak berhingga, tanah homogen, dan keruntuhan geser umum. Ia mendefinisikan daya dukung ultimit sebagai beban maksimum per satuan luas. Persamaan daya dukung mempertimbangkan kohesi, beban terbagi, dan berat tanah dengan menggun
Recommended
Klasifikasi tanah AASHTO DAN UNIFIED
presentasi klasifikasi tanah muhamad ulul azmi Universitas Mercu Buana
Kp 02 2010 bangunan utama
Dokumen tersebut menjelaskan tentang standar perencanaan irigasi yang meliputi kriteria perencanaan, gambar bangunan irigasi, dan persyaratan teknis untuk memfasilitasi perencanaan pembangunan irigasi yang handal dan berkualitas."
Geometrik Jalan Raya (Perencanaan)
Geometrik Jalan Raya (Perencanaan)
Jalan Raya adalah suatu jalur tanah yang permukaannya dibentuk dengan kemiringan tertentu dan diberi perkerasan yang dipergunakan untuk lintasaan kendaraan maupun orang yang menghubungkan lalu lintas antara dua atau lebih tempat pemusatan kegiatan.
Soil study thesis
Dokumen tersebut membahas tentang studi pustaka mengenai tanah dan penggunaannya dalam konstruksi bangunan. Terdapat penjelasan mengenai sifat-sifat tanah, cara mengidentifikasi jenis tanah melalui sondir dan boring, serta identifikasi tanah berpotensi ekspansif berdasarkan indeks plastisitas dan uji Atterberg Limits."
Daya dukung pondasi dengan analisis terzaghi
Dokumen tersebut membahas analisis daya dukung pondasi menurut teori Terzaghi. Terzaghi mengembangkan analisis daya dukung berdasarkan anggapan tertentu seperti pondasi berbentuk memanjang tak berhingga, tanah homogen, dan keruntuhan geser umum. Ia mendefinisikan daya dukung ultimit sebagai beban maksimum per satuan luas. Persamaan daya dukung mempertimbangkan kohesi, beban terbagi, dan berat tanah dengan menggun
SNI 6371-2015 Klasifikasi Tanah menurut USCS.pdf
Standar ini menjelaskan prosedur klasifikasi tanah untuk keperluan teknik dengan sistem klasifikasi unifikasi tanah berdasarkan hasil pengujian laboratorium karakteristik ukuran butir, batas cair, dan indeks plastisitas. Standar ini mengklasifikasikan tanah ke dalam tiga kelompok utama yaitu tanah berbutir kasar, tanah berbutir halus, dan tanah berorganik tinggi dengan menggunakan simbol dan nama kelompok.
Perencanaan Kolom
Perencanaan Kolom mengubah alih fungsi bangunan yang tadinya gudang menjadi sebuah Daycare.. masih banyak yang harus di tinjau..
PERHITUNGAN TULANGAN LONGITUDINAL BALOK BETON BERTULANG RANGKAP
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
SNI 1726-2012 Tata cara perencanaan ketahanan gempa untuk struktur bangunan g...
Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
Perencanaan struktur baja
tugas besar struktur baja. jurusan teknik sipil. Universitas Muhammadiyah Malang
3. koefisien momen pbi 71-two way #1
Dokumen tersebut menjelaskan metode koefisien momen untuk menganalisis pelat lantai dua arah berdasarkan Tabel PBI-1971. Metode ini menentukan nilai momen lentur pelat dengan mempertimbangkan kondisi tumpuan tepi pelat dan perbandingan panjang dan lebarnya. Terdapat 9 kondisi tumpuan yang berbeda dalam menghitung koefisien momen.
Modul 4 sesi 1 batang tekan
Modul kuliah membahas tentang elemen batang tekan dalam struktur baja, termasuk tekuk elastis, panjang tekuk, batas kelangsingan, dan pengaruh tegangan sisa."
Tugas-Tugas Beton 1-10
1. Dokumen tersebut membahas perancangan balok beton bertulang untuk menopang beban hidup dan mati pada bentangan 7 meter.
2. Pembahasan meliputi penentuan momen lentur maksimum, luas penampang tulangan, dan ukuran balok yang memenuhi syarat tegangan.
3. Diberikan contoh soal perhitungan balok dan sketsa rencana balok untuk bentangan 7,5 meter dengan beban dan mutu material tertentu.
Belajar sendiri-sap2000-versi-10
1. Dokumen ini membahas tentang model struktur slopped truss menggunakan SAP2000 dan proses analisis serta desain struktur.
2. Langkah-langkah pemodelan struktur slopped truss, penambahan beban, analisis, dan penentuan penampang struktur dijelaskan secara rinci.
3. Proses desain struktur bertujuan untuk menentukan penampang profil baja yang paling sesuai dengan beban dan batasan keamanan struktur.
Analisa matriks
Analisa Struktur Metode Matriks (ASMM) menggunakan matriks kekakuan, perpindahan, dan gaya untuk menganalisis struktur. Metode Kekakuan menyelesaikan persamaan kesetimbangan gaya dengan menentukan perpindahan simpul yang tidak diketahui. ASMM diterapkan untuk berbagai jenis elemen struktur dengan menghitung derajat kebebasan dan matriks kekakuan masing-masing elemen.
Laporan prancangan struktur
This document provides details on the structural design of a building, including load assumptions, member dimensions, and seismic load calculations according to SNI 1726:2012. It summarizes the seismic load calculations for two orthogonal directions and evaluates the structure's capacity through pushover analysis. Plastic hinges form at various displacement steps. The document concludes with a redesign of the structure according to SRPMK seismic provisions.
Handout mer iv d iii
1. Struktur statis tak tentu adalah struktur dimana jumlah komponen reaksi perletakan melebihi persamaan keseimbangan statika.
2. Metode Clapeyron digunakan untuk menganalisis struktur statis tak tentu dengan menghitung rotasi dan momen pada tiap titik struktur.
3. Hasil analisis berupa bidang momen, bidang lintang, dan reaksi perletakan struktur.
penggunaan geosintetik untuk konstruksi jalan
Modul ini membahas penggunaan geosintetik pada konstruksi jalan untuk meningkatkan stabilitas tanah dasar dan mendistribusikan beban lalu lintas. Geosintetik berfungsi sebagai separator, stabilisator, dan perkuat lapisan permukaan pada jalan tanpa perkerasan maupun jalan dengan perkerasan."
Ch.3-Examples 3.pdf
1) The document contains examples solving problems related to bearing capacity of foundations using equations from geotechnical engineering.
2) In one example, the ultimate bearing capacity of a continuous footing is calculated in four locations considering the effect of the water table.
3) Another example calculates the allowable load and required width of a continuous footing using Meyerhof's equation, given the total load and factors of safety.
Sk7 ph
1. The document discusses various topics related to waves including reflection, refraction, interference, diffraction, and standing waves.
2. Reflection can be of two types - closed or fixed end reflection where the phase changes by 180 degrees, and open or free end reflection where the phase does not change.
3. Refraction follows Snell's law where the ratio of sines of the angles of incidence and refraction is equal to the ratio of phase velocities in the two media. Refraction occurs when waves move from a deep to shallow region or vice versa.
More Related Content
What's hot
SNI 6371-2015 Klasifikasi Tanah menurut USCS.pdf
Standar ini menjelaskan prosedur klasifikasi tanah untuk keperluan teknik dengan sistem klasifikasi unifikasi tanah berdasarkan hasil pengujian laboratorium karakteristik ukuran butir, batas cair, dan indeks plastisitas. Standar ini mengklasifikasikan tanah ke dalam tiga kelompok utama yaitu tanah berbutir kasar, tanah berbutir halus, dan tanah berorganik tinggi dengan menggunakan simbol dan nama kelompok.
Perencanaan Kolom
Perencanaan Kolom mengubah alih fungsi bangunan yang tadinya gudang menjadi sebuah Daycare.. masih banyak yang harus di tinjau..
PERHITUNGAN TULANGAN LONGITUDINAL BALOK BETON BERTULANG RANGKAP
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
SNI 1726-2012 Tata cara perencanaan ketahanan gempa untuk struktur bangunan g...
Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
Perencanaan struktur baja
tugas besar struktur baja. jurusan teknik sipil. Universitas Muhammadiyah Malang
3. koefisien momen pbi 71-two way #1
Dokumen tersebut menjelaskan metode koefisien momen untuk menganalisis pelat lantai dua arah berdasarkan Tabel PBI-1971. Metode ini menentukan nilai momen lentur pelat dengan mempertimbangkan kondisi tumpuan tepi pelat dan perbandingan panjang dan lebarnya. Terdapat 9 kondisi tumpuan yang berbeda dalam menghitung koefisien momen.
Modul 4 sesi 1 batang tekan
Modul kuliah membahas tentang elemen batang tekan dalam struktur baja, termasuk tekuk elastis, panjang tekuk, batas kelangsingan, dan pengaruh tegangan sisa."
Tugas-Tugas Beton 1-10
1. Dokumen tersebut membahas perancangan balok beton bertulang untuk menopang beban hidup dan mati pada bentangan 7 meter.
2. Pembahasan meliputi penentuan momen lentur maksimum, luas penampang tulangan, dan ukuran balok yang memenuhi syarat tegangan.
3. Diberikan contoh soal perhitungan balok dan sketsa rencana balok untuk bentangan 7,5 meter dengan beban dan mutu material tertentu.
Belajar sendiri-sap2000-versi-10
1. Dokumen ini membahas tentang model struktur slopped truss menggunakan SAP2000 dan proses analisis serta desain struktur.
2. Langkah-langkah pemodelan struktur slopped truss, penambahan beban, analisis, dan penentuan penampang struktur dijelaskan secara rinci.
3. Proses desain struktur bertujuan untuk menentukan penampang profil baja yang paling sesuai dengan beban dan batasan keamanan struktur.
Analisa matriks
Analisa Struktur Metode Matriks (ASMM) menggunakan matriks kekakuan, perpindahan, dan gaya untuk menganalisis struktur. Metode Kekakuan menyelesaikan persamaan kesetimbangan gaya dengan menentukan perpindahan simpul yang tidak diketahui. ASMM diterapkan untuk berbagai jenis elemen struktur dengan menghitung derajat kebebasan dan matriks kekakuan masing-masing elemen.
Laporan prancangan struktur
This document provides details on the structural design of a building, including load assumptions, member dimensions, and seismic load calculations according to SNI 1726:2012. It summarizes the seismic load calculations for two orthogonal directions and evaluates the structure's capacity through pushover analysis. Plastic hinges form at various displacement steps. The document concludes with a redesign of the structure according to SRPMK seismic provisions.
Handout mer iv d iii
1. Struktur statis tak tentu adalah struktur dimana jumlah komponen reaksi perletakan melebihi persamaan keseimbangan statika.
2. Metode Clapeyron digunakan untuk menganalisis struktur statis tak tentu dengan menghitung rotasi dan momen pada tiap titik struktur.
3. Hasil analisis berupa bidang momen, bidang lintang, dan reaksi perletakan struktur.
penggunaan geosintetik untuk konstruksi jalan
Modul ini membahas penggunaan geosintetik pada konstruksi jalan untuk meningkatkan stabilitas tanah dasar dan mendistribusikan beban lalu lintas. Geosintetik berfungsi sebagai separator, stabilisator, dan perkuat lapisan permukaan pada jalan tanpa perkerasan maupun jalan dengan perkerasan."
What's hot (20)
PERHITUNGAN TULANGAN LONGITUDINAL BALOK BETON BERTULANG RANGKAP
PERHITUNGAN TULANGAN LONGITUDINAL BALOK BETON BERTULANG RANGKAP
SNI 1726-2012 Tata cara perencanaan ketahanan gempa untuk struktur bangunan g...
SNI 1726-2012 Tata cara perencanaan ketahanan gempa untuk struktur bangunan g...
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
SNI 03 - 1729 - 2002 TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG
Similar to Metode bishop
Ch.3-Examples 3.pdf
1) The document contains examples solving problems related to bearing capacity of foundations using equations from geotechnical engineering.
2) In one example, the ultimate bearing capacity of a continuous footing is calculated in four locations considering the effect of the water table.
3) Another example calculates the allowable load and required width of a continuous footing using Meyerhof's equation, given the total load and factors of safety.
Sk7 ph
1. The document discusses various topics related to waves including reflection, refraction, interference, diffraction, and standing waves.
2. Reflection can be of two types - closed or fixed end reflection where the phase changes by 180 degrees, and open or free end reflection where the phase does not change.
3. Refraction follows Snell's law where the ratio of sines of the angles of incidence and refraction is equal to the ratio of phase velocities in the two media. Refraction occurs when waves move from a deep to shallow region or vice versa.
Sk7 ph
1. The document discusses various topics related to waves including reflection, refraction, interference, diffraction, and standing waves.
2. Reflection can be of two types - closed or fixed end reflection where the phase changes by 180 degrees, and open or free end reflection where the phase does not change.
3. Refraction follows Snell's law where the ratio of sines of the angles of incidence and refraction is equal to the ratio of phase velocities in the two media. Refraction occurs when waves move from a deep to shallow region or vice versa.
Capitulo 9, 7ma edición
1) A point charge moving through an electric field is shown to follow a parabolic trajectory given by z = -1.5×1010t2 m. At t = 3 μs, its position is found to be P(0.90, 0, -0.135) m.
2) A point charge moving through a uniform magnetic field follows a circular path. The equations of motion are derived and solved, giving the position, velocity, and kinetic energy at t = 3 μs.
3) Forces on current loops and filaments in various magnetic field configurations are calculated.
Chapter 06
This document contains a chapter of quick quizzes and problem solutions related to momentum and impulse concepts in physics. The first section provides answers to multiple choice questions testing understanding of momentum, kinetic energy, force, and elastic vs. inelastic collisions. The second section works through calculations of momentum, impulse, average force, and kinetic energy using equations of motion for various physical scenarios.
Ejericio analisis
The document provides calculations to determine:
1) The design strength of an angle section under LRFD using nominal strength and fracture strength. Fracture strength controls at 388 lbs.
2) Reactions for a frame with multiple forces. Vertical and horizontal reactions are calculated.
3) Internal forces - axial forces, shear forces, and bending moments - for sections of the frame.
4) Design of longitudinal stiffeners on a plate with specified steel grades and loads. Stiffener size is calculated to be 2.12 lbs/ft2.
Simple harmonic motion1
The document describes simple harmonic motion (SHM). Some key points:
1) SHM is motion where the acceleration is proportional to and directed towards the displacement from a fixed point.
2) Common examples include a vibrating tuning fork, weight on a spring, boy on a swing.
3) The motion can be defined by the force equation F = -kx, where k is the spring constant.
4) Kinematics equations for SHM include the position equation x = x0sin(ωt + φ) and related equations for velocity and acceleration.
problemas resueltos
1. This document summarizes key concepts from a chapter on basic considerations in thermodynamics and fluid mechanics. It defines concepts such as density, pressure, power, energy, mass flux, and flow rate using mathematical equations involving mass, length, time, and other fundamental units.
2. The document also discusses dimensional analysis and demonstrates how to determine the dimensions of physical quantities like force, viscosity, heat flux, and specific heat. Dimensional equations are derived and simplified to fundamental units.
3. Examples are provided for performing unit conversions between the English and SI systems. Problems are also presented and solved for determining values like density, pressure, and flow rates using the defined equations and given data.
기초공학 - 11-2 Pile Foundations.pdf
1) Two common methods for estimating frictional resistance (Qs) in clay piles are the α method (based on total stress) and the λ method (based on total stress plus effective stress).
2) The example problem calculates Qs for a driven pipe pile in clay using these two methods as well as the β method (based on effective stress).
3) For the α method, Qs is estimated to be 1538 kN. For the λ method, Qs is estimated to be 552.38 kN. The β method is also described but no value is calculated in this example.
Lateral Earth pressure
This document summarizes Coulomb's earth pressure theory for calculating active and passive lateral earth pressures on retaining walls. It provides derivations of the equations for active and passive pressures in cohesionless soils based on force equilibrium. The key equations given are for the active earth pressure coefficient Ka, which relates the active earth pressure Pa to the vertical stress σv using soil unit weight γ, wall inclination α, and soil friction angle φ.
A Course in Fuzzy Systems and Control Matlab Chapter Three
This document contains a project report on a fuzzy control system. It includes 6 exercises related to fuzzy sets and fuzzy logic. Exercise 3.1 discusses properties of fuzzy complement functions. Exercise 3.2 analyzes the limit behavior of a fuzzy union operator as the parameter approaches certain values. Exercise 3.3 defines fuzzy intersection, union, and complement operations between two fuzzy sets. Exercise 3.5 proves that the Sugeno fuzzy complement is involutive.
A Note on the Derivation of the Variational Inference Updates for DILN
This document describes the derivation of the variational inference updates for the Dirichlet-logistic normal model. It begins by defining the joint distribution and obtaining a lower bound on the log evidence using Jensen's inequality. It then examines each term in the lower bound, applying integrals and derivations. This results in an expression for the lower bound involving parameters of the model distributions. The document concludes by stating assumptions made about some of the distributions and providing the update equations for variational distributions q(Cmn) and q(Zmk).
ch9.pdf
The document defines and provides examples of random processes. A random process is a time function where the outcome at each time is a random variable. It can be described using its mean function, autocorrelation function, and other statistical properties. Examples of random processes include Gaussian processes, where the samples are jointly Gaussian, and Poisson processes, which can model arrival or counting processes. Discrete-time processes like random walks have properties of independent and stationary increments. Continuous-time processes are also discussed.
Struc lecture
The document discusses statically determinate arches and their analysis using analytical methods. It provides examples of calculating reactions, bending moments, normal forces, and shear forces at different points along three-hinged parabolic and circular arches given their equations. Calculations are shown for determining these values at various points along the arches using equations of equilibrium and geometry.
Sect5 4
This document discusses various types of mechanical vibrations including undamped, underdamped, critically damped, and overdamped motion. It provides examples of solving differential equations describing simple harmonic motion under different damping conditions and applying the solutions to problems involving springs, pendulums, and other oscillating systems. Specific cases are worked through to determine characteristics like frequency, period, and damping behavior.
Shear 140719032103-phpapp02
This document summarizes key concepts in mechanics of materials including:
- Normal stress is defined as force per unit area. Stress can be tensile or compressive.
- Shear stress is defined as the tangential force per unit area. Shear strain is the deformation under shear stress.
- Normal strain is the fractional change in length. Hooke's law defines the proportional relationship between stress and strain in the elastic region.
- Stress-strain curves illustrate the elastic region, yield point, work hardening, and elastic break.
- Bulk modulus relates pressure change to fractional volume change. Poisson's ratio relates lateral to normal strain.
- Double index notation is used to represent normal and shear stress components. Equ
Shear 140719032103-phpapp02 (1)
This document summarizes key concepts in mechanics of materials including:
- Normal stress is defined as force per unit area. Stress can be tensile or compressive.
- Shear stress is defined as the tangential force per unit area. Shear strain is the deformation under shear stress.
- Normal strain is the fractional change in length. Hooke's law defines the proportional relationship between stress and strain in the elastic region.
- Stress-strain curves illustrate the elastic region, yield point, work hardening, and elastic break.
- Bulk modulus relates pressure change to fractional volume change. Poisson's ratio relates lateral to normal strain.
- Double index notation is used to represent normal and shear stress components. Equ
Mecánica de Fluidos_Merle C. Potter, David C. Wiggert_3ed Solucionario
The document provides information about free engineering solucionarios (solution manuals) and textbooks that can be downloaded. It states that the solution manuals contain fully solved and clearly explained solutions to all the problems in the textbooks. Visitors are invited to download the files for free. The document then lists the contents of Chapter 1 from an engineering textbook, which includes concepts like mass, density, pressure, power, energy, viscosity, and dimensional analysis.
Rhodes solutions-ch4
The document provides solutions to several exercises related to slurry transport. For Exercise 4.1, the solution analyzes shear stress and shear rate data for a phosphate slurry and determines it follows a power-law relationship with a flow index of 0.15 and consistency index of 23.4 Ns0.15/m2. Exercise 4.2 verifies an equation for pressure drop in pipe flow of a power-law fluid. Exercise 4.3 similarly verifies an equation incorporating a yield stress. Subsequent exercises provide solutions for pressure drop, slurry concentration, and rheological properties calculations using data given.
Similar to Metode bishop (20)
A Course in Fuzzy Systems and Control Matlab Chapter Three
A Course in Fuzzy Systems and Control Matlab Chapter Three
A Note on the Derivation of the Variational Inference Updates for DILN
A Note on the Derivation of the Variational Inference Updates for DILN
Mecánica de Fluidos_Merle C. Potter, David C. Wiggert_3ed Solucionario
Mecánica de Fluidos_Merle C. Potter, David C. Wiggert_3ed Solucionario
Recently uploaded
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
Null Bangalore | Pentesters Approach to AWS IAM
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
Medical image analysis has witnessed significant advancements with deep learning techniques. In the domain of brain tumor segmentation, the ability to
precisely delineate tumor boundaries from magnetic resonance imaging (MRI)
scans holds profound implications for diagnosis. This study presents an ensemble convolutional neural network (CNN) with transfer learning, integrating
the state-of-the-art Deeplabv3+ architecture with the ResNet18 backbone. The
model is rigorously trained and evaluated, exhibiting remarkable performance
metrics, including an impressive global accuracy of 99.286%, a high-class accuracy of 82.191%, a mean intersection over union (IoU) of 79.900%, a weighted
IoU of 98.620%, and a Boundary F1 (BF) score of 83.303%. Notably, a detailed comparative analysis with existing methods showcases the superiority of
our proposed model. These findings underscore the model’s competence in precise brain tumor localization, underscoring its potential to revolutionize medical
image analysis and enhance healthcare outcomes. This research paves the way
for future exploration and optimization of advanced CNN models in medical
imaging, emphasizing addressing false positives and resource efficiency.
Computational Engineering IITH Presentation
This Presentation will give you a brief idea about what Computational Engineering at IIT Hyderabad has to offer.
22CYT12-Unit-V-E Waste and its Management.ppt
Introduction- e - waste – definition - sources of e-waste– hazardous substances in e-waste - effects of e-waste on environment and human health- need for e-waste management– e-waste handling rules - waste minimization techniques for managing e-waste – recycling of e-waste - disposal treatment methods of e- waste – mechanism of extraction of precious metal from leaching solution-global Scenario of E-waste – E-waste in India- case studies.
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
Slides for the 4th Presentation on LLM Fine-Tuning with QLoRA Presented by Anant, featuring DataStax Astra
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
BRAIN TUMOR DETECTION for seminar ppt.pdf
BRAIN TUMOR DETECTION
AND CLASSIFICATION USING
ARTIFICIAL INTELLIGENCE
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
原版一模一样【微信：741003700 】【(csu毕业证书)查尔斯特大学毕业证硕士学历】【微信：741003700 】学位证，留信认证（真实可查，永久存档）offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原海外各大学 Bachelor Diploma degree, Master Degree Diploma
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问Q/微741003700
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
原版制作(Humboldt毕业证书)柏林大学毕业证学位证一模一样
原件一模一样【微信：bwp0011】《(Humboldt毕业证书)柏林大学毕业证学位证》【微信：bwp0011】学位证，留信认证（真实可查，永久存档）原件一模一样纸张工艺/offer、雅思、外壳等材料/诚信可靠,可直接看成品样本，帮您解决无法毕业带来的各种难题！外壳，原版制作，诚信可靠，可直接看成品样本。行业标杆！精益求精，诚心合作，真诚制作！多年品质 ,按需精细制作，24小时接单,全套进口原装设备。十五年致力于帮助留学生解决难题，包您满意。
本公司拥有海外各大学样板无数，能完美还原。
1:1完美还原海外各大学毕业材料上的工艺：水印，阴影底纹，钢印LOGO烫金烫银，LOGO烫金烫银复合重叠。文字图案浮雕、激光镭射、紫外荧光、温感、复印防伪等防伪工艺。材料咨询办理、认证咨询办理请加学历顾问微bwp0011
【主营项目】
一.毕业证【微bwp0011】成绩单、使馆认证、教育部认证、雅思托福成绩单、学生卡等！
二.真实使馆公证(即留学回国人员证明,不成功不收费)
三.真实教育部学历学位认证（教育部存档！教育部留服网站永久可查）
四.办理各国各大学文凭(一对一专业服务,可全程监控跟踪进度)
如果您处于以下几种情况：
◇在校期间，因各种原因未能顺利毕业……拿不到官方毕业证【微bwp0011】
◇面对父母的压力，希望尽快拿到；
◇不清楚认证流程以及材料该如何准备；
◇回国时间很长，忘记办理；
◇回国马上就要找工作，办给用人单位看；
◇企事业单位必须要求办理的
◇需要报考公务员、购买免税车、落转户口
◇申请留学生创业基金
留信网认证的作用:
1:该专业认证可证明留学生真实身份
2:同时对留学生所学专业登记给予评定
3:国家专业人才认证中心颁发入库证书
4:这个认证书并且可以归档倒地方
5:凡事获得留信网入网的信息将会逐步更新到个人身份内，将在公安局网内查询个人身份证信息后，同步读取人才网入库信息
6:个人职称评审加20分
7:个人信誉贷款加10分
8:在国家人才网主办的国家网络招聘大会中纳入资料，供国家高端企业选择人才
Recently uploaded (20)
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
2008 BUILDING CONSTRUCTION Illustrated - Ching Chapter 02 The Building.pdf
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
Redefining brain tumor segmentation: a cutting-edge convolutional neural netw...
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
LLM Fine Tuning with QLoRA Cassandra Lunch 4, presented by Anant
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
IEEE Aerospace and Electronic Systems Society as a Graduate Student Member
Metode bishop
- 2. Bishop’s Method Circular Slip Surface Free-Body Diagram Slice
- 3. Gaya Vertikal Nj cos θj + Tj sin θj – Wj – Xj + Xj+1 = 0 Nj’ cos θj = Wj + Xj - Xj+1 - Tj sin θj – ujlj cos θj Rasio Tekanan Air Pori (ru) ru = ujbj Wj = γw Zw j γZ j Kesetimbangan Momen 𝑇𝑗 = Wjxj R = Wj sin θj
- 4. Factor Safety FS = τf τm = τf j τj Effective Stress Analysis (ESA) FS = Nj tan ∅′ j Tj mj = 1 cos 𝜃 𝑗+ tan ∅′ j sin θj FS FS = Wj(1 − ru) tan ∅′ j mj Wj sin θj FS = 𝑊 𝑗mj tan ∅′ j Wj sin θj
- 5. Apabila air tanah berada di bawah permukaan tergelincir, ru = 0 FS = Wj tan ∅′ j mj Wj sin θj Total Stress Analysis (TSA) FS = su jlj Wj sin θj bj = lj cos θj, FS = su j bj cos θj Wj sin θj
- 6. Estimate the factors of safety consider case tension crack and filled with water. su = 30 kPa Φ’ = 33o γw = 9.8 kN/m3 γsat = 18 kN/m3 R = 14.3 m TCM/R = 23.7 kN FS = 0.95 (asumsi) Kedalaman tension crack(Zcr ) = 2 𝑠 𝑢 𝛾 = 2 x 30 18 = 3.33 m Contoh Soal
- 7. Penyelesaian
- 8. Slice b (m) z (m) W (kN) Zw (m) ru θ mj W sin θ ESA TSA 1 4.9 1 88.2 1 0.544 -23 1.53 -34.462 39.923 159.695 2 2.5 3.6 162 3.6 0.544 -10 1.15 -28.131 55.115 76.157 3 2 4.6 165.6 4.6 0.544 0 1 0.000 48.991 60.000 4 2 5.6 201.6 5 0.486 9 0.91 31.537 61.224 60.748 5 2 6.5 234 5.5 0.461 17 0.86 68.415 70.482 62.742 6 2 6.9 248.4 5.3 0.418 29 0.83 120.427 77.897 68.601 7 2 6.8 244.8 4.5 0.360 39.5 0.83 155.712 84.409 77.758 8 2.5 5.3 238.5 2.9 0.298 49.5 0.86 181.357 93.519 115.483 9 1.6 1.6 46.08 0.1 0.034 65 0.96 41.763 27.750 113.578 Jumlah 536.617 559.310 794.761 FS 1.042 1.481