The deflection of a uniform beam subject to a linearly increasing distributed load can be computed as My 120ELL (- +21²³-L²x) given that L-600 cm, E-50,000 kN/cm2, /-30,000 cm4, and wo-2.5 kN/cm. Use the golden-section search to determine the point of maximum deflection with the initial guesses of x= 0 and x-L. (Round final answers to four decimal places.) cm. cm where the function has a value of y=[ The result is converging on the true minimum at x=

The deflection of a uniform beam subject to a linearly increasing distributed load can be computed as My 120ELL (- +21²³-L²x) given that L-600 cm, E-50,000 kN/cm2, /-30,000 cm4, and wo-2.5 kN/cm. Use the golden-section search to determine the point of maximum deflection with the initial guesses of x= 0 and x-L. (Round final answers to four decimal places.) cm. cm where the function has a value of y=[ The result is converging on the true minimum at x=

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Note: Answers accurate to the nearest hundredths. 1. Determine the deflection at point D of the beam shown in Figure 1 using the principle of virtual work. El is constant 36 kN 44 kN/m B 1.2 m -- 1.2 m - 1.2 m 1.2 m
2. A non-uniformly distributed load is carry by a 12 ft cantilever beam. What is the value of the maximum deflection and maximum slope of the beam if E = 30000- kips and in I = 8200 in*. Use Double Integration Method. 30 kips / ft | 20 kips / ft A 12 ft B El is constant
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Use Double integration method
2. Determine the deflection at point C of the beam shown in the figure (a) by double integration method. 30 kN/m - 9 m El = constant E = 200 GPa +-3 m 4 I=830 x 10 mm 55 kN
ASAP Determine the deflection at B in mm using Double Integration Method. Consider 150 mm x 150 mm section and E=200 GPa. Enter the absolute value only and round off your answer to 3 decimal places. a = 5.1 m, b = 19 kN/m, c = 18 kN. A m BI ckN 4 m 3m B 3 m b kN/m IE
When the load P is applied to the right end of the cantilever beam, the deflection at the right end of the beam is zero. Use the double- integration method to determine the magnitude of the load P. Assume w = 15 kN/m and L= 9 m. В L. Answer: P = i kN
Find the deflection and slope at A and C of the beam using conjugate beam method. E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. show complate solution with graph
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: Analyze the given beams and solve for the required deflection. Read every question properly. Beam #1: Using Double Integration Method, Determine the Deflection at x = 1.6m (from left) and also the Maximum Deflection.
Using conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.
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