6.2. KN 27-2 kN/m 12 M design loads 4M B

Q: Required information Consider the beam and loading shown. NOTE: This is a multi-part question. Once…

A: Solution: Differential equation of the elastic curve: ∵                                          EI…

Q: 50KN 20KN/m 3m 3m 2m 2m

A:

Q: M- 12 (25L - 40L2x2 + 16x*) Ely- 960L WL SwL 192EI WoL -8,- WL 120EI 60EI for 0<x < 6. ML L.

A: Find maximum deflection of given beam

Q: DETERMINE THE DEFLECTION AT POINT D OF THE BEAM SHOWN.

A: I1 = 16 ×108 mm4 I2 = 12 × 108 mm4 E = 210GPa = 2.1 × 105 N/mm2

Q: Determine the vertical deflection at joint E

A: AE is assumed constant for all members We are required to calculate vertical deflection at joint E

Q: 20KN 5m 5 m 成A

A:

Q: 123kN 98kN/m 60.5kN/m

A:

Q: A beam shown in Figure 2 is subjected to a point load of P kN at point B and a concentrated moment…

A: Solution;

Q: 1)Determine the horizontal and vertical components of the deflection at joint B B A 35 kN 4m 84 kN…

A:

Q: 15 kN/m 10 kN/m A C 2.5EI 1.5EI 3 m 3 m

A: Solution:- Deflection in the beam AB, δAB=5×wL4384EI        =5×10×34384×2.5EI      =4.218EI…

Q: Solve

A:

Q: - Simply supported beam AB is subjected to the loading as shown below. Determine a) the slope at A,…

A: Force in the vertical direction -  RA + RB = 0       .....1 Sum of the moment at the point A -  ∑MA…

Q: Find the deflection AD using the unit-load method. Use E = 30,000 ksi and I = 500 in^4. 6' 30 k 6'…

A: Given Data  E = 30,000 ksi  I = 500 in4 Find the deflection at D using unit load method.

Q: Compute the deflection at C

A: Use virtual method

Q: W AY D O 15wt^4)/384EI O (5wL^4)/384EI O IWL^3)/24EI O (wL^3)/24EI

A: Determine the deflection at midspan of the structure.?

Q: Calculate the deflection at end B. Integration method.

A: Consider a section at a distance x from point B.

Q: A -5m 120 KN B L = 15 m constant El E = 30 GPa 120 kN ↓ C -3 m

A:

Q: Find the deflection at A using super position or integration.

A: ##Find the deflection at A using integration.##

Q: The cantilever beam AB shown in the figure is subjected to a triangular load. Determine the…

A: Given cantilever beam AB with triangular load and it is asked to determine deflection at the free…

Q: Determine the value of EIS at midspan of the simply supported beam. Is the deflection up or down? 60…

A:

Q: D A, O ( PLA3)/48EI O (PL^3)/48EI O (PL^2)/16EI O (-PL^2)/16EI P.

A:

Q: the next column, determine the horizontal deflection.

A:

Q: w = 15 KN/m E 200000 MPa I = 220x10°mm* 6m

A: The magnitude of uniform varying load, w=15KNmThe length of cantilever beam, L=6mModulus of…

Q: Determine deflection at joint E.

A: Given a truss to analyse and find Deflection at Joint E where the point load=300 Kn is acting. AE…

Q: Compute the maximum maximum deflection of the beam

A:

Q: Find deflection at joint E

A: AE is assumed constant

Q: determine deflection at b

A:

Q: 2. Compute the deflection at midspan 12 kN 50 kN 45 75 kN m A B D 10 m 10 m 5 m 5 m

A: Considering ∑Mc=0RA×20=50×10         →RA=25 kNM1=Moment due to load 1 50 kNM1=25x   x∈0,10…

Q: Determine the deflection at the free end of the cantilever beam shown.

A:

Q: y =RT -8cos + -27 (=- 2) 를 + « (4- n) y=EI ·(-Scos -로+ 2x (-2) 를 + (4- m) y=AEI -8 cos 표-2 + 2r (-2)…

A: Differential Equation of the Elastic Curve:                                         EId4ydx4=-w(x) =…

Q: Determine the maximum deflection of the cantilevered beam. The beam is made of material having an E…

A: Asked: To determine the maximum deflection of the cantilever arm.   Given: E = 200 GPa or kN/mm2 I…

Q: 1. Find: a) deflection in point A 9,1² A 1 B

A: