Answered: Q2 Compute the madimu Value of EIy at…

Engineering

Civil Engineering

Q2 Compute the madimu Value of EIy at the midspin between R. d R, of the beam.showninhig 2kN/m 2k/m 3m R. R,

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Using AMM, solve for: Y. (mm) b. ӨЕ (rad) а. E = 200 GPa, I = 3.125x10° mm P (kN) kN/m 75 60 kN/m 2m…

A: given E =200 GPa I = 3.125 *109mm4 find the rection at support A has simple support so reactions…

Q: 2. The floor causes a couple moment of Ma = 40 N-m and Mb = 30 N-m on he brushes of the polishing…

Q: Po To 27, -T. -TJ2

A: given that the An SDF system with natural period Tn and damping ratio shown in Fig

Q: Current Attempt in Progress For the beam shown, calculate the beam slope at A. Assume that a = 50…

A: Question is solved as per previous method but with new values.

Q: Determine the minimum magnitude of F for which motion impends if µg = 0.3 а 58.9N c F>0 %3D b 6.00 N…

A: Calculating the minimum magnitude F: F¯=μsNF∵NF=mg=20×9.81=196.2 NF¯=0.3×196.2F¯=58.86 N≃58.9 N

Q: A Rectangular channel (n = 0:011) 18 m oide to carry wwater at The slope d the channel s 0.00078 (9)…

Q: By moment-area method, determine the value of El6 at point A of the overhanging beam 900 N/m 600 N-m…

A: Moment-area analysis is one of the most effective methods for determining beam and frame bending…

Q: Determine: The location of plastic neutral axis form the top edge of the flange in mm.

Q: w = N/m Omax 764EI at x = 0.475L

A: This is fixed beam with uniformly varying load and find out deflection at x = 0.475L.

Q: Determine

Q: 520 mm 460 Н. W Example (6): Check the design Adequacy of a factored moment Mu 40.71 KN.m, using,…

A: Given:- The factored moment of the beam = 40.71 kN.m The characteristic strength of concrete = f'c…

Q: Using Double Integration Method for the deflection of beams analyze the given structure below.

Q: Q1\ Design the spacing of Ø10 mm stirrups at the critical section of beam shown in figure.fy = 400…

A: Dia. 10 mm stirrupsfy = 400 MPaf'c = 25 MPa

Q: Determine the magnification factor of forced vibration produced by a machine operating at a speed of…

Q: Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on the…

Q: The beam AB weighs 1200 N supports a distributed load as shown in fig. Determine the * ?reaction in…

Q: For the built-up tee-shape (Ex= 350 MPa) shown: a). determine the yield moment My with respect to…

Q: A simply supported beam has a span of 12 m. The beam carries a total uniformly distributed load of…

A: Given, Uniformly distributed load, w = 21.5 kN/m = 21.5 N/mm Length of the beam, L = 12 m = 12000…

Q: 1. Using DIM, solve for: P = 108kN a. Ymu (mm) b. A (rad) Use E = 200 GPa. 165 kN A 1m B 2m 1m CD 2m…

A: Given, E=200Gpa=200 kN/mm2 P=108kN We need to apply Double Integration Method to find out…

Q: From the continuous beam show, determine the reaction at B in kN. El is constant. 250 kN 20 kN/m B.…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

Q: 30 KN lokN/M 2m -2m 6m VA To find the nipport reations, let us apply the equeilibrium of equation 4…

Q: R,d,Ray,Rby,Rbx

Q: 9.3-8 Derive the equation of the deflection curve for a cantilever beam AB supporting a load P at…

A: Draw FBD: Using Macaulay method: Moment:

Q: CLO2: A beam subjected to a uniformly- distributed load has a: a.) first degree shear curve b.)…

A: given - mcq question

Q: 3. The damped motion of a vibrating particle is defined by the position x1 [1-T+ (y,e cos2pt ) j ,…

A: The location of a body is defined using a position vector. The displacement vector is used to…

Q: Example 10.2 A rectangular cantilever beam of span 4 m is 35 cm x 65 cm in cross-section. Bending…

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

Q: Use Moment Area Method to find the EIy value at the midspan

A: ∑MA=04000 + 2000×8 + 4000 - RC×16 = 0 RC=1500 lb ↑∑V=0RA+RC=2000RA+1500=2000RA=500 lb ↑Bending…

Q: Using Solpe Deflection Method Caluclate the MB, MC and MD.

A: EI = Constant Determine the moment at point B, C and D using Slope-Deflection Method.

Q: Current Attempt in Progress For the beam and loading shown, use discontinuity functions to compute…

Q: p, thank you.

Q: A 3-story frame is given. Determine the equation of motion by using static condensation a) The…

A: Step 1:Step 2: Step 3: Step 4:

Q: What are the responsibilities of a project manager of a design-build work?

A: A project manager is a person, who has the whole project responsibility from the successful…

Q: 75 P (kN) 60 kN/m kN/m 2m 1m 3m 3m 90 kN.m

A: Area Moment Method is a method used for computing slope and deflection in beams and frames. In this…

Q: 18 - At point O in the figure F1 = 19i + 24j F2 = -13i + 17j F3 = -15i - 8j F4 = -37i - 11j…

Q: PROBLEM 2 Solve all support reactions using the SLOPE-DEFLECTION METHOD. There are support…

A: A beam is given as shown in the figure above and it has been asked in the question to determine the…

Q: Refer to the beam shown, 75 kN/m 2m For the beam shown, what is the value of 084 in terms of El…

Q: 6:14 HW.pptx H.W. A circular bar having 200 mm? area is subjected to axial loads as shown in Fig.…

Q: Using DIM, solve for: Ymax (mm) b. Өл (rad) а. 200 IT 50 P (kN) 80

A: For Macaulay's method, Section should pass through udl and should include all the loads acting over…

Q: Using AMM, solve for: Ye (mm) b. OE (rad) а. E 200 GPa, I = 3.125x10° mm*

Q: Current Attempt in Progress For the beam and loading shown, use the double-integration method to…

A: Vb= 4.45 mm Vc= 13.06 mm Qc= 4.46x10-3 rad

Q: 10t 5t to B A 60° 60 4 cm C 4 cm С 4

Question

Q.2 Compute the madinum Value of EIy at the
midspin between R. d R, of the beam.showninhig
2kN/m
zk/m
2m A
3m
R.
力、

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Use Conjugate Beam Method. Determine the slope at B and the displacement at C of the beam. Use E = 200 GPa, I = 50(10°) mm4 %3D 4 kN 4 kN C A B tismtıs -15 m-t15m- -3 m 3 m
00:44 allll PRACTICE QUESTIONS_GET 214-CLASS 1-2-3.pdf 6 A steel bar 300 mm long, 50 mm wide and 12 mm thick is subjected to an axial pull of 84 kN. Find the change in length, width, thickness and volume of the bar. Take E = 200 GN/m? and Poisson's ratio = 0.32. ôt = 0.0027 mm (decrease), ôV = 45.36 mm' (increase)] 7 A rectangular block 250 mm x 100 mm x 80 mm is subjected to axial loads as follows : 480 kN (tensile) in the direction of its length. 900 kN (tensile) on the 250 mm x 80 mm faces. 1000 kN (compressive) on the 250 mm x 100 mm faces. Taking E = 200 GN/m2 and Poisson's ratio as 0.25 find the following : (i) Change in volume of the block. (ii) Values of the modulus of rigidity and bulk modulus for material of the block. A bar of 30 mm diameter is subjected to a pull of 60 kN. The measured extension on gauge length of 200 mm is 0.09 mm and the change in diameter is 0.0039 mm. Cal- culate the Poisson's ratio and the values of the three modulii. 2 of 2
A 5 kN/m 1 m с 1 m 60 KN D 1 m B A W200x100 wide flange beam is loaded as shown. (statically indeterminate). Using integration method, determine; a) The reaction force at A. b) The location and amount of the maximum deflection of beam. c) The slopes at A and B. I W200 X 100
STRUCTURAL ANALYSIS II
2 m A EI EI C What is the force required for displacing support Chorizontally through a distance A? EIA 3 ΕΙΔ (а) 8. (b) 20 EIA EIA (c) 16 (d) 10 2 m
Compute for the 1st arbitrary constant of integration (C1)
Prob3 Determine (a) the difference in pressure and (b) the differ- ence in piezometric head between points A and B. The elevations z and Z are 10 m and 11 m, respectively, ₁ = 1 m, and the ma- nometer deflection ₂ is 50 cm. Air Elevation = ZA B Oil (S = 0.85) Elevation = Zg
P(kN)= 91
Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly distributed load of intensity wo applied over its entire length.
2. b) using hyperwork Hand written plzz Question 2 (a) For the beams shown in Figure 2, determine the natural frequencies using four elements. Let E; p and A be constant for the beams.. 0.5D BIRD 1.5D 2D L 0.5 2L 1.5L (b) Redo Question 2a using hyperwork software with E = 3 x 10' psi, p = 0:00073 lb-s²/in", D = 1.5 in, L=3 in.
Pls ans asap
Q2: 1.2 D.L x l.6 L.L Mu A: Find the maximum value of (p) that can be applied to the beam shown. Use f. =21.7 MPa and fy = 350 MPa (WD.L is included the self-weight of beam). %3D b hy P Wu =7 kN/m D.L 2028 A 500 mm 4028 250 mm -7.5 m-