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

See similar textbooks

Similar questions

For the beam below, determine the magnitude of the maximum deflection and its location using double integration method. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4. 1. 100 KN 1.5 m 70 KN/m 70 KN/m 1.0 m B 3.0 m 3.0 m Figure 1
Z1
27 QUESTION 2 A propped cantilever beam is shown in Figure 2. Use Macaulay's method to calculate the deflection at point C and the slope at point D in terms of El. 10 KN 1 m B 20 kN/m 5 m Figure 2 C 2 m D 2 m
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
A non-uniformly distributed load is carry by a 12 ft cantilever beam. What is the value of the kips maximum deflection and maximum slope of the beam if E = 30000- and in? != 8200 in*. Use Double Integration Method. 30 kips / ft 20 kips / ft A 12 ft E l is constant
Using conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.
plz box your final answers. I'll rate! gonna check my answers.
Using Double Interation Method, determine the deflection of beam at a distance of 7.0 meters from theleft support (R1) if EI is constant.
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
1. From the given figure below, determine the maximum deflection and slope of the beam. Use double Integration Method Figure1.1 18 kip / ft A 2 EI -20 ft
Note: please help us in this sample problem
determine the deflection at E 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 PLS. ANSWER ASAP, I'LL RATE. THANKS