Please show proper working out, with boundary conditions etc. Thanks Suppose we have a uniform beam that is 4.00 metres long has a flexural rigidity of 27510Nm².Find the deflection of the beam in millimetres if the beam is under a load of f(x)fixed support on the right end. Fill out the table below with your answers.=Nand is supported with a simple support on the left end, and a- -8.96(x + 1.12) (4.92 — x)-mx-coordinateDeflection (mm)y(x) = Skippedx = 0.40x = 1.44y(x) = Skippedx = 1.76y(x) = Skippedx = 2.64y(x) = Skippedx = 3.68y(x) = SkippedEnter as many decimal places as your calculator allows (8 to 10). Your answer must be within +0.0005 of the correct answer to be considered correct.

Load f(x) = 8.96(x+1.12)(4.92-x) Flexural rigidity, EI= 27510 Nm2

Suppose we have a uniform beam that is 4.00 metres long has a flexural rigidity of 27510Nm². N Find the deflection of the beam in millimetres if the beam is under a load of f(x) = 8.96(x + 1.12) (4.92 x) and is supported with a simple support on the left end, and a fixed support on the right end. Fill out the table below with your answers. m Deflection (mm) y(x) = Skipped y(x) = Skipped y(x) = Skipped x = 2.64 y(x) = Skipped x = 3.68 y(x) = Skipped Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within +0.0005 of the correct answer to be considered correct. x-coordinate x = 0.40 x = 1.44 x = 1.76

Suppose we have a uniform beam that is 4.00 metres long has a flexural rigidity of 27510Nm². N Find the deflection of the beam in millimetres if the beam is under a load of f(x) = 8.96(x + 1.12) (4.92 x) and is supported with a simple support on the left end, and a fixed support on the right end. Fill out the table below with your answers. m Deflection (mm) y(x) = Skipped y(x) = Skipped y(x) = Skipped x = 2.64 y(x) = Skipped x = 3.68 y(x) = Skipped Enter as many decimal places as your calculator allows (8 to 10). Your answer must be within +0.0005 of the correct answer to be considered correct. x-coordinate x = 0.40 x = 1.44 x = 1.76

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Note: Careful... Give me right answer with explanation. The openings in sieve #20 have side lenght of 1.27 mm". is this statement true or false?
Number of modular bricks required for one cubic metre of brick masonary are
Given the image, determine the total bags of cement required to construct the concrete works of the structure.
Please help, I promise to give good feedback. Please do not just guess. Thank you!
Please answer po with complete soultion. Thankyouu
Puncturing Object angular & relatively large angular & relatively small subrounded & relatively large subrounded & relatively small rounded & relatively large rounded & relatively small S2 S3 0.9 0.8 0.9 0.6 0.6 0.6 0.7 0.7 0.6 0.4 0.4 0.5 0.5 0.4 0.4 0.2 0.2 0.3 S, = protrusion factor S, = scale factor } Frege = p'd? S,S,S3 %3D S, = shape factor Fallow/(IRF) FS %| Freqd
Help with this problem please
question is attached, thank you!
Draw and explain the granite extraction techniques by diamond wire cutting method
With aids of sketches describe the formation of timber
Why is a minimum thickness of at least ten times the depth of the impression required in the Brinell test
Define Modulus Based Method