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Foundry Networks Certified Layer4-7 Professional Exam Dumps

FN0-240 Exam Format | Course Contents | Course Outline | Exam Syllabus | Exam Objectives

Exam Detail:
The exam with the code FN0-240, also known as "Foundry Networks Certified Layer4-7 Professional," is a certification exam offered by Foundry Networks. This exam is designed to validate the knowledge and skills of individuals in the area of Layer 4-7 networking and the configuration and management of Foundry Networks Layer 4-7 products. Here is a detailed overview of the exam, including the number of questions and time, course outline, exam objectives, and exam syllabus.

Number of Questions and Time:
The FN0-240 exam typically consists of approximately 50 to 60 multiple-choice and scenario-based questions. The duration of the exam is 90 minutes.

Course Outline:
The FN0-240 exam covers various topics related to Layer 4-7 networking and the configuration and management of Foundry Networks Layer 4-7 products. The specific course outline may include the following components:

1. Introduction to Layer 4-7 Networking:
- Overview of Layer 4-7 networking concepts and protocols
- Understanding the role of Layer 4-7 in network infrastructure
- Introduction to load balancing and traffic management

2. Foundry Networks Layer 4-7 Products:
- Overview of Foundry Networks Layer 4-7 product portfolio
- Understanding the features and capabilities of Foundry Networks Layer 4-7 products
- Deployment considerations and best practices

3. Load Balancing and Traffic Management:
- Load balancing algorithms and methods
- Virtual IP (VIP) configuration and management
- Server health checks and monitoring
- Session persistence and affinity

4. SSL Offloading and Acceleration:
- SSL/TLS protocols and encryption concepts
- SSL offloading configuration and management
- SSL certificate management and troubleshooting
- Performance optimization techniques

5. Application Delivery and Optimization:
- Application delivery controllers (ADC)
- Application layer protocols (HTTP, HTTPS, FTP, DNS, etc.)
- Content switching and content redirection
- Caching, compression, and content optimization

6. Security and Firewall Integration:
- Layer 4-7 security mechanisms
- Web application firewall (WAF) configuration and management
- Intrusion detection and prevention systems (IDS/IPS) integration
- Access control and authentication mechanisms

Exam Objectives:
The objectives of the FN0-240 certification exam are to assess the candidate's understanding and proficiency in various aspects of Layer 4-7 networking and the configuration and management of Foundry Networks Layer 4-7 products. The specific objectives include:

- Understanding of Layer 4-7 networking concepts and protocols
- Proficiency in configuring and managing Foundry Networks Layer 4-7 products
- Knowledge of load balancing algorithms and traffic management techniques
- Familiarity with SSL offloading and acceleration mechanisms
- Understanding of application delivery and optimization techniques
- Knowledge of security and firewall integration with Layer 4-7 products

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FN0-240 PDF Sample Questions

FN0-240 Sample Questions

Foundry
FN0-240
Foundry Networks Certified Layer4-7 Professional
https://killexams.com/pass4sure/exam-detail/FN0-240
FN0-240
D. The Health-Check Policy must be configured to use 3-way handshaking
Answer: C
QUESTION: 252
disabling layer 4 health checks will automatically disable layer 7 health checks
A. True
B. False
Answer: A
QUESTION: 253
A Port Profile is a set of attributes that defines a TCP/UDP port. Which of the following
are valid Port Profile Attributes?
A. l4-healthck
B. Keepalive interval and retries
C. TCP or UDP age
D. Keepalive state
Answer: B, C, D
QUESTION: 254
Each Matching List must have a name
A. True
B. False
Answer: A
QUESTION: 255
How many simultaneous levels of health checks can be configured on the ServerIron to
88
FN0-240
health check the same real server
A. Layer 3, Layer4
B. Layer4, Layer7
C. Layer3, Layer4, Layer7, content match
D. Layer 4, Layer7, content match
Answer: B
QUESTION: 256
When health checking is enabled, a server response time consists of the combination of
its response to client requests and its response to Layer 4 or Layer 7 health checks from
the ServerIron.
A. True
B. False
Answer: B
QUESTION: 257
On the ServerIrons 400/800, the Health Checks are performed by what section of the
hardware?
A. The Management processor
B. The Barrel processors
C. The IPC processors
D. WSM processor
Answer: A
QUESTION: 258
What will be the corresponding Virtual MAC Address belonging to a configured VIP
175.30.15.10 (AF:1E:0F:0A)
89
FN0-240
A. VMACs have to be manually configured
B. AF:1E:0F:0A:FF:FF
C. 02:0C:DB:1E:0F:0A
D. 02:0C:AF:1E:0F:0A
Answer: C
QUESTION: 259
The Foundry ServerIron can perform Layer 7 health checks on the following TCP
applications (select all that applies)?
A. FTP (port 21)
B. POP3 (port 110)
C. LDAP (port 389)
D. SNMP
Answer: A, B, C
QUESTION: 260
Server port 8080 tcp keepalive 30 2 server port 9146 no-fast-bringup tcp keepalive 30 2
server port 9148 no-fast bringup tcp keepalive 30 2 What function does the "no-fast
bringup" perform in the above configuration?
A. Turns off the associated port
B. Prevents port flapping
C. Enables tcp keepalive on the associated port
D. Allows the ServerIron to gradually receive connections
Answer: B
QUESTION: 261
A scripted health check can only contain searches for:
A. ASCII content
B. Status codes
90
FN0-240
C. Status codes and ASCII content
D. Status codes, ASCII content and keepalives
Answer: C
QUESTION: 262
Port profiles are used to define:
A. Port types
B. Status of ports
C. Well known ports
D. HTTP health checks
Answer: A
QUESTION: 263
An HTTP health check can return:
A. A keepalive
B. Status code
C. Content verification
D. A value to increment the Reassign-Threshold
Answer: B, C
QUESTION: 264
Which of the following Health Check types are performed at Layer 7?
A. Arp Request
B. TCP
C. HTTP
D. IMAP4
E. UDP
F. LDAP
G. MMS
91
FN0-240
H. RSTP
Answer: C, D, F, G
QUESTION: 265
A UDP application is considered down if the server returns:
A. No packet
B. A garbage packet
C. An UDP probe packet
D. An ICMP unreachable packet
Answer: D
QUESTION: 266
sFlow is supported on the:
A. ServerIron XL
B. ServerIron 100
C. ServerIron 400
D. ServerIron 800
E. ServerIron 450
F. ServerIron 850
G. ServerIron GT-E
Answer: E, F, G
QUESTION: 267
SYN-Guard and SYN-Defense can be configured on:
A. ServerIron XL
B. ServerIron 100
C. ServerIron 400
D. ServerIron 800
E. ServerIron 450
92
FN0-240
F. ServerIron 850
G. ServerIron GT-E
Answer: B, C, D, E, F, G
QUESTION: 268
When using Layer 7 Switching, what command would you use to instruct the ServerIron
to buffer all request packets until all the necessary information is received insuring that
the whole HTTP header will be saved?
A. port http
B. port http buffer-for-end-http
C. port http wait-for-end-header
D. port http wait-for-end-http
Answer: D
QUESTION: 269
The maximum length of the URLcharacter is the same for the ServerIron XL and the
ServerIron 400 product families?
A. True
B. False
Answer: A
QUESTION: 270
The best practice method to configure SSL Layer7 switching is
A. URL switching
B. Cookie switching
C. Session ID switching
D. Round robin
Answer: C 93
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FN0-240 Layer4-7 test

FN0-240 Layer4-7 test :: Article Creator

Composite verify strategies (and specifications) for fiber-bolstered concrete structures

figure 1. ASTM D7617 transverse shear test fixture and specimen. photo credit, all photographs: Dan Adams

back in October 2020, my CW column supplied an “insider’s point of view” into ASTM necessities for composites, describing how the examine standardization system takes vicinity. I focused on ASTM Committee D30, which develops and continues the standardized verify strategies for composite materials. The D30 committee carries seven technical Subcommittees, specializing in editorial and resource specifications, constituent/precursor homes, lamina and laminate examine strategies, structural verify strategies, interlaminar houses, sandwich constructions and composites for civil constructions.

To most of us who continually attend ASTM D30 conferences, the final Subcommittee listed, D30.10 on Composites for Civil constructions, is one which we’re much less widespread with. The reason? Most ASTM D30 conferences are co-discovered with different composites-linked meetings and conferences, comparable to Composite materials instruction manual (CMH-17) meetings as well because the American Society for Composites, SAMPE and CAMX conferences.

besides the fact that children, Subcommittee D30.10 meetings are typically held in conjunction with conferences of the American Concrete Institute (ACI) Committee 440 on Fiber strengthened Polymer Reinforcement. The reason behind having separate meetings has a whole lot to do with the applications of the necessities produced by way of this ASTM D30 Subcommittee as smartly because the Subcommittee’s heritage. during this column, I’ll center of attention on the examine necessities produced by means of ASTM Subcommittee D30.10.

Subcommittee D30.10 became formally added to ASTM Committee D30 on Composites in 2011. earlier than it grew to be a separate ASTM D30 Subcommittee, composite look at various methods for civil buildings had been balloted throughout the present D30.05 Structural look at various methods subcommittee because 2006. youngsters, technical conferences leading as much as balloting of these new ASTM standards took vicinity at ACI Subcommittee 440K meetings on fiber-strengthened polymer (FRP) cloth features. definitely, the initial six composites look at various strategies for civil structures posted with the aid of ASTM had been transitioned from “ebook check methods” that had been published up to now by way of the ACI.

These preliminary examine strategies that transitioned to ASTM have been associated with composite materials used as inside reinforcement for concrete (ASTM D72051, ASTM D73372 and ASTM D76173), as well as externally bonded composite materials used to make stronger and restore concrete structures (ASTM D76164, D75225 and D75656). A majority of the book check method development for these six examine strategies had been performed previously via ACI Subcommittee 440K. besides the fact that children, the ASTM standardization manner usually required further verify fixture building and validation in addition to extra trying out.

on account that ASTM Subcommittee D30.10 become established, ACI Committee 440 has maintained jurisdiction over design codes and construction necessities, whereas ASTM has assumed jurisdiction over check requirements. at the moment, Subcommittee D30.10 has a complete of 14 posted ASTM necessities, 12 of which can be examine methods or practices and two that are ASTM requirements. a catalogue of the current Subcommittee D30.10 necessities is supplied in desk 1. moreover, there are a couple of working objects beneath building. In typical, the look at various methods developed up to now have persisted to focus on two average makes use of of FRP for infrastructure purposes: Externally bonded composites for strengthening and repairing concrete, and composites used as inside reinforcements within concrete buildings. youngsters, new work items are increasing into other pultruded FRP applications for civil engineering.

Of the present Subcommittee D30.10 check methods, ASTM D75656 is probably going to be probably the most established to those involved in composites testing. This tensile examine method is corresponding to the popular ASTM D30397 verify formulation for laminated composites and is used with unidirectional (UD) and 0°/90° cross-ply composite laminates. although, this D30.10 tensile verify formulation is supposed for measuring the tensile electricity, modulus and supreme tensile stress of FRP substances used for strengthening metals, timber and strengthened concrete.

one more of the initial check strategies transitioned to ASTM Committee D30 is a tension-loaded single-lap shear test, ASTM D76164. This look at various method is used to investigate the length of an overlap splice required to produce tension failure in a moist layup composite cloth faraway from the splice location. among the many variations between this Subcommittee D30.10 test system and other ASTM D30 verify strategies is the provision of specific suggestions on specimen fabrication for the overlap splices which can be typically utilized and cured in the box. moreover, ASTM D7616 prescribes particular procedures used in the construction business for computing test effects.

four of the existing Subcommittee D30.10 requirements listed in desk 1 focus on FRP composite bars used for internally reinforcing concrete. ASTM D72051 makes a speciality of tensile testing of FRP bars used as tensile facets in concrete. as a result of these bars have textured coatings or undulating surfaces, and due to the transverse shear houses of UD FRP materials, sleeves are connected to, or bonded over, the gripped areas on the ends of the bar and used to anchor the specimen when tensile loading. The most beneficial tensile strength, foremost tensile stress and modulus of elasticity of the composite bars are decided.

in a similar fashion, ASTM D76173 describes a way for transverse shear testing of FRP composite bars. a bit of bar is positioned into the look at various fixture as shown in Fig. 1 that helps the bar along the outer lengths. A centrally discovered blade loads the relevant 25-millimeter size of the bar, producing double-shear loading. The look at various is used to measure the transverse shear electricity of FRP bars for functions such as joints in concrete pavement.

As mentioned prior to now, two of the currently posted ASTM D30.10 specifications are typical specifications: ASTM D79578 and ASTM D85059. in view that general requirements are wonderful to Subcommittee D30.10, they stay unfamiliar to many ASTM D30 members not linked to this Subcommittee. not like normal ASTM examine strategies, for a given software ASTM requirements establish the classification of materials, geometric necessities and the checks required to signify and qualify the technological answer for a given software. both latest D30.10 ordinary requisites are associated with strong, round pass-part FRP bars used for reinforcing concrete. Whereas the ASTM D7957 specification covers straight and bent-shaped glass fiber-bolstered vinyl ester bars, the ASTM D8505 specification covers straight sections of epoxy and vinyl ester bars strengthened with both glass or basalt fibers. additionally, ASTM D8505 specifies higher minimal electricity and modulus FRP bars in comparison to ASTM D7957. both average necessities give actual, mechanical and geometric property necessities as smartly because the verify the right way to be used for qualification, best handle and certification.

additional info on ASTM Subcommittee D30.10 is obtainable on the Committee D30 webpage at https://www.astm.org/committee-d30. suggestions on the ACI Committee 440 on Fiber reinforced Polymer Reinforcement is accessible right here.

References

1 ASTM D7205/D7205M-21, “typical look at various formulation for Tensile properties of Fiber bolstered Polymer Matrix Composite Bars,” ASTM overseas (W. Conshohocken, PA, U.S.), 2021 (first issued in 2006).

2 ASTM D7337/D7337M-12 (2019), “normal check components for Tensile Creep Rupture of Fiber bolstered Polymer Matrix Composite Bars,” ASTM international (W. Conshohocken, PA, U.S.), 2019 (first issued in 2007).

3 ASTM D7617/D7617M-11 (2017), “standard verify components for Transverse Shear strength of Fiber-reinforced Polymer Matrix Composite Bars,” ASTM foreign (W. Conshohocken, PA, US), 2017 (first issued in 2011).

4 ASTM D7616/D7616M-11 (2017) “common examine method for deciding on apparent Overlap Splice Shear electricity properties of wet Lay-Up Fiber-reinforced Polymer Matrix Composites Used for Strengthening Civil buildings,” ASTM international (W. Conshohocken, PA, U.S.), 2017 (first issued in 2011).

5 ASTM D7522/D7522M-21, “ordinary look at various method for Pull-Off power for FRP Laminate systems Bonded to Concrete or Masonry Substrates,” ASTM overseas (W. Conshohocken, PA, U.S.), 2021 (first issued in 2009).

6 ASTM D7565/D7565M-10 (2017), “normal look at various system for picking out Tensile houses of Fiber reinforced Polymer Matrix Composites Used for Strengthening of Civil constructions,” ASTM overseas (W. Conshohocken, PA, U.S.), 2017 (first issued in 2009).

7 ASTM D3039/D3039M-17, “commonplace check formula for Tensile properties of Polymer Matrix Composite materials,” ASTM foreign (W. Conshohocken, PA, U.S.), 2017 (first issued in 1971).

8 ASTM D7957/D7957M-22, “common Specification for strong circular Glass Fiber bolstered Polymer Bars for Concrete Reinforcement,” ASTM foreign (W. Conshohocken, PA, U.S.), 2022 (first issued in 2017).

9 ASTM D8505/D8505M-23, “standard Specification for Basalt and Glass Fiber strengthened Polymer (FRP) Bars for Concrete Reinforcement,” ASTM international (W. Conshohocken, PA, U.S.), 2023 (first issued in 2023).

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Foundry Networks Certified Layer4-7 Professional Exam Dumps

FN0-240 Exam Format | Course Contents | Course Outline | Exam Syllabus | Exam Objectives

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Composite verify strategies (and specifications) for fiber-bolstered concrete structures

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