The Eladr Protocol is a decentralized, security and efficiency enhanced Web3 noSQL database powered by IPFS as the data storage layer https://ipfs.io/, and the Cardano block chain as the rewards token platform, https://cardano.org/. It provides a JSON based, IPFS layer 2 solution for data indexing and retrieval in an 'append only' file system built with open source Node.js API libraries.

The ELADR token was designed to incentivize and reward community members as a proof of contribution. Token holders are also granted access to EduLadder.com premium features as well as associated ELADR token enabled apps.

WHITE PAPER Buy NowReal Problems! Real Experts!

Join Our Telegram Channel !

In eduladder you can Ask,Answer,Listen,Earn and Download Questions and Question papers.

Watch related videos of your favorite subject.

Connect with students from different parts of the world.

Apply or Post Jobs, Courses ,Internships and Volunteering opportunity. For FREE

See Our team

Wondering how we keep quality?

Got unsolved questions? Ask Questions

We launched Anonymous immutable internet on eladr protocol

For any question or query please joinOur Telegram Channel !

Try BETA

Youtube Videohttps://www.youtube.com/watch?v=ySLPZu3Jxro

FrontEnd BackEnd

We are looking for some great and cool people to work with us. Please sent your resume to admin@eduladder.com

Checkout our YouTube channel for video tutorials and learn more about Eduladder.

Searching for :NIFT-PGDate:2022-12-09 22:36:58Done by:Anonymous user(Visitor)

Searching for :what is not a ledger type considered by users in blockchainDate:2022-12-09 22:34:28Done by:Anonymous user(Visitor)

View All

You might be intrested on below oppertunities Show me All

### Similar Questions

**For a given loading on a rectangular plain concrete beam with an overall depth of 500 mm, the compressive strain and tensile strain developed at the extreme fibers are of the same magnitude of 2.5×10-4 . The curvature in the beam cross-section (in m1 , round off to 3 decimal places), is __________**

0 Answer

**An RCC beam of rectangular cross section has factored shear of 200 kN at its critical section. Its width b is 250 mm and effective depth d is 350 mm. (GATE 2018 Civil engg)**

0 Answer

**A simply supported beam ABC is subjected to load as shown in the figure. The 20 kN load is applied at point B with the help of a welded bracket as shown. The beam has a rectangular cross-section of 15 mm width and 100 mm depth as shown. The maximum transverse shear stress developed in the beam (in MPa) is ........[up to one decimal place]**

0 Answer

**A bimetallic cylindrical bar of cross sectional area 1 m2 is made by bonding Steel and Aluminium as shown in the figure. To maintain tensile axial strain of magnitude 6 10 in Steel bar and compressive axial strain of magnitude 6 10 in Aluminum bar, the magnitude of the required force P (in kN) along the indicated direction is (Gate 2018 Mechanical engineering)**

0 Answer

**Consider an elastic straight beam of length L = 10 π m, with square cross-section of side a = 5 mm, and Young’s modulus E = 200 GPa. This straight beam was bent in such a way that the two ends meet, to form a circle of mean radius R. Assuming that Euler-Bernoulli beam theory is applicable to this bending problem, the maximum tensile bending stress in the bent beam is __________ MPa.**

0 Answer

**Consider the singly reinforced beam shown in the figure below:At cross-section XX, which of the following statements is TRUE at the limit state? - gate civil 2017**

1 Answer

**A cantilever beam having a rectangular cross-section of width 60 mm and depth 100 mm, is made of aluminum alloy. The material mechanical properties are: Young’s modulus, E = 73 GPa and ultimate stress, 𝜎𝑢=480 MPa. Assuming a factor of safety of 4, the maximum bending moment (in kN-m) that can be applied on the beam is _____ (accurate to one decimal place). (GATE-Aerospace-Engineering-2018)**

1 Answer

**A horizontal cantilever beam of circular cross-section, length 1.0 m and flexural rigidity EI = 200 N·m2 is subjected to an applied moment MA = 1.0 N·m at the free end as shown in the figure. The magnitude of the vertical deflection of the free end is _______ mm (round off to one decimal place).**

0 Answer

**A rod of length 20mm is stretched to make a rod of length 40 mm. Subsequently, it is compressed to make a rod of final length 10 mm. Consider the longitudinal tensile strain as positive and compressive strain as negative. The total true longitudinal strain in the rod is _______**

1 Answer

**Consider a prismatic straight beam of length L = π m, pinned at the two ends as shown in the figure. The beam has a square cross-section of side p = 6 mm. The Young’s modulus E = 200 GPa, and the coefficient of thermal expansion α = 3 × 10−6 K −1 . The minimum temperature rise required to cause Euler buckling of the beam is ________ K.**

0 Answer

**Two rectangular under-reinforced concrete beam sections X and Y are similar in all aspects except that the longitudinal compression reinforcement in section Y is 10% more. Which one of the following is the correct statement? (GATE-CIVIL-Engg-2018)**

1 Answer

**The flexural rigidity of the beam (in kN-m^2) is _________________ (accurate to two decimal places). (GATE-Aerospace-Engineering-2018)**

1 Answer

**A continuous and aligned carbon-fiber composite consists of 25 vol. % of fibers in an epoxy matrix. The Young’s modulus of fiber and matrix, respectively are Ef = 250 GPa and Em = 2.5 GPa. If the composite is subjected to longitudinal loading (iso-strain condition and assuming elastic response), the fraction of load borne by the reinforcement is ________ (to two decimal places) . Gate-2018-General-Aptitude**

0 Answer

**A bar is compressed to half of its original length. The magnitude of true strain produced in the deformed bar is (Gate 2018 Mechanical engineering)**

1 Answer

**Consider the stress-strain curve for an ideal elastic-plastic strain hardening metal as shown in the figure. The metal was loaded in uniaxial tension starting from O. Upon loading, the stress-strain curve passes through initial yield point at P, and then strain hardens to point Q, where the loading was stopped. From point Q, the specimen was unloaded to point R, where the stress is zero. If the same specimen is reloaded in tension from point R, the value of stress at which the material yields again is _________ MPa.**

0 Answer

**A heterogeneous rectangular rock of cross-sectional area 1 m2 perpendicular to the flow is being flooded by water to measure the effective permeability from cross-section AA’ to cross-section CC’. Gate-2018-General-Aptitude**

0 Answer

**The true stress (σ) - true strain ( ) diagram of a strain hardening material is shown in figure. First, there is loading up to point A, i.e., up to stress of 500 MPa and strain of 0.5. (Gate 2018 Mechanical engineering)**

1 Answer

**When a specimen of M25 concrete is loaded to a stress level of 12.5 MPa, a strain of 500×106 is recorded. If this load is allowed to stand for a long time, the strain increases to 1000×106 .**

0 Answer

**A beam which is fixed at one end and free at the other is called**

1 Answer

**A simply supported beam AB of span, L = 24 m is subjected to two wheel loads acting at a distance, d = 5 m apart as shown in the figure below. Each wheel transmits a load, P = 3 kN and may occupy any position along the beam. If the beam is an I-section having section modulus, S = 16.2 cm 3 , the maximum bending stress (in GPa) due to the wheel loads is _______________________. - gate civil 2017**

1 Answer

### Notes

**VTU SYLLABUS 2010 STRENGTH OF MATERIALS (COMMON TO CV/TR/EV/CTM) [10CV33] Engineering.**

**CE 2041 BRIDGE STRUCTURES**

**CE 2404 PRESTRESSED CONCRETE STRUCTURE**

**10me34 Mechanics of materials**

**CE2257 STRENGTH OF MATERIALS LABORATORY**

**CE2201 MECHANICS OF SOLIDS**

**Extreme ultraviolet lithography (EUVL)**

**CE2306 DESIGN OF RC ELEMENTS**

**CE 2405 COMPUTER AIDED DESIGN & DRAFTING LABORATORY**

**CE 2042 STORAGE STRUCTURES**

## For a given loading on a rectangular plain concrete beam with an overall depth of 500 mm, the compressive strain and tensile strain developed at the extreme fibers are of the same magnitude of 2.5×10-4 . The curvature in the beam cross-section (in m1 , round off to 3 decimal places), is __________

Asked On2019-07-05 11:48:28 by:Jaynil-Gaglani

Taged users:

Likes:

Be first to like this question

Dislikes:

Be first to dislike this question

Talk about this Like Dislike

Download question setAnswersNot yet answerdThis question has not found any answer yet! If you know the answer for this question please help us to find an answer.Please read

How to post an answer on eduladder

Lets together make the web is a better placeWe made eduladder by keeping the ideology of building a supermarket of all the educational material available under one roof. We are doing it with the help of individual contributors like you, interns and employees. So the resources you are looking for can be easily available and accessible also with the freedom of remix reuse and reshare our content under the terms of creative commons license with attribution required close.

You can also contribute to our vision of "Helping student to pass any exams"with these.Answer a question:You can answer the questions not yet answered in eduladder.How to answer a questionCareer:Work or do your internship with us.Work with usCreate a video:You can teach anything and everything each video should be less than five minutes should cover the idea less than five min.How to upload a video on eduladder