Please don't provide handwritten solution ..... P11.2 When the load P is applied to the right end of the cantile-ver beam shown in Figure P11.2, the deflection at the right end ofthe beam is zero. Use the double-integration method to determinethe magnitude of the load P.AFIGURE P11.2WLB

Given :Therefore, the moment may be calculated by (M) clockwise. The moment is -ve on the section's…

Answered: P11.2 When the load P is applied to the…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the cantilever beam AB, (b) the deflection at the free end, and (c) the slope at the free end. Assume that El is constant for the beam. Let wo = 9 kN/m, L = 5.5 m, E = 220 GPa, and I = 100 x 10° mm“. |B L Part 1 Incorrect Cut a cross-section through the beam at any point and draw a free body diagram to the right of your cut. Determine the internal bending moment M(x). The diagram shows M(x) in its positive direction. Your answer may be negative. Check your equation by solving for M at x = 2.8 m. Wo M(x) |B L-x Answer: M(x = 2.8 m) = i ! kN-m
Q1. A cantilever beam is carrying a UVL of 20000N starting at the free end and extends to 100000N to fixed end over a span of 5000mm. The beam also carries 2-point loads of 1000N and 5000N acting on free end and 2m from free end respectively. The material has the modulus of elasticity of 2.05x10^5 N/mm2. Calculate the deflection for the beam considering an addition UDL of 7kN/m for a span of 2 m starting from fixed support. This beam is made up of a unique shape with a block of 200mm x 250mm which had a top chopped off from top with a radius of 10cm.
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; 1= 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 13 kips/ft, WcD = 6.0 kips/ft, LAB = 6.0 ft, LBc = 6.0 ft, LCD = 7.0 ft, LDE = 3 ft. Lus Part 1 Answer: By = i Wo B LAB + LBC kips Ey = i C WCD LCD D LDE Calculate the reaction forces at the supports. Upward forces are positive. E X
The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E = 29,000 ksi; I = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume w0 = 13 kips/ft, wCD = 3.0 kips/ft, LAB = 9.0 ft, LBC = 9.0 ft, LCD = 10.5 ft, LDE = 5 ft.
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the maximum deflection, and (c) the slope at A. Assume that El is constant for the beam. Let w = 5 kN/m, L = 4.5 m, E = 205 GPa, and I = 115 x 10€ mm4. L. Answer: (b) Vmax= mm (c) 8A - i rad
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of El = 40 x 10^6 Ib-ft^2 for the beam; wo= 6200 Ib/ft, LAB = 3.0 ft, LBC = 6 ft, LCD = 3 ft.
Using Double Integration Method for the deflection of beams analyze the given structure below. 12KN/m 25KN 4m 5m 2m 2m SOLVE for the SLOPES at POINT B
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; I= 340 in."1. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 10 kips/ft, wCD = 7.0 kips/ft, LAB = 7.0 ft, LBc = 7.0 ft, LCD=9.5 ft, LoDE = 4 ft. Wo WCD C E LAB LBC LCD LDE Answer: (a) 0g = rad (b) vc = in.
Using the Double Integration Method. for the given cross- section of the beam below, find the ff. when E=100 GPa. a. Rotation in degrees and Deflection at 4-m from free-end. b. Maximum Deflection. 9 kN/m 25 kN.m. 1m 2m 3m 150 50 50 250 50
Application of Influence Line: Draw for the influence line of the deflection at the free end of the cantilever beam 15ft long and solve for the corresponding deflection when subject to live loads of 2Kips/ft and 5Kips. The modulus of elasticity and moment of inertia are 29000ksi and 500 in^4, respectively. From the influence line drawn, express the deflection in inches, and round off the answer to 2 decimal places only.
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the bearn at E and (b) the deflection of the beam at C. Assume wo = 12 kips/ft, wcD = 4.0 kips/ft, LAB= 8.0 ft. LBc= 8.0 ft. Lco - 11.0 ft. LDE = 4 ft. Answer: (a) 8E= (b) vc= B LAB Wo LBC C rad in. WCD LCD D LDE E X
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the cantilever beam AB, (b) the deflection at the free end, and (c) the slope at the free end. Assume that EI is constant for the beam. Let w0 = 6 kN/m, L = 5.5 m, E = 195 GPa, and I = 140 x 106 mm4.

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P11.2 When the load P is applied to the right end of the cantile- ver beam shown in Figure P11.2, the deflection at the right end of the beam is zero. Use the double-integration method to determine the magnitude of the load P. 1 A L B P