For the plus-sign-shape slab, if you know that all boundries are simply supported, and youhave been asked to determine the deflection of the slab in the middle. Use finite differenceto solve the probelem. Use h=0.52m4m2m4m2m2mSolve the developed equation using Guass-Siedel iteration method

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Answered: For the plus-sign-shape slab, if you…

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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Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
Problem 2. Use virtual work method and determine the following unknowns on the truss system shown below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. %3D a. Horizontal displacement of joint G due to the applied loads in mm b. Horizontal displacement of joint G considering that the top chord members experience 60 °C increase in temperature in mm. Use a = 10/ °C A=40.0 70 kN B=5.0 "a" kN C=9.0 50 kN "a" kN "c" m D 4 at "b" m
I need help on getting the centroid of this figure please show complete solution. Answer is provided. Solve for the location of the centroid from the left side.: Answer: 80.74
consider yhe beam shown in figure 1. El is constant Use the conjugate-beam method. Suppose thag M= 24k•ft and El is in k•ft^2 a) determine the slope at C measured counterclokwise from the positive x axis b) determine the displacement at C measured upward answer in k•ft^2/El please 6k M A C B 4 ft 6 ft
Problem 5 Using the conjugate-beam method, determine the displacement at D and the slope at D. Assume A is fixed support, B is a pin, and C is a roller. Take E = 29×10³ ksi, I = 650 in ¹. 12 ft- B -12 ft Ic 12 ft- 24 k
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
Determine the slope and deflection at point A of the beam shown in the figure.
The structure shown in Figure is subjected by a force P =253 N at central point. Determine the absolute vertical reaction force at A. Solve the problem by assigning 100 beam elements along the path AB. Consider, elastic modulus E = 200 GPa, poisson's ratio v = 0.3, radius R = 500 mm. The ring has a circular cross sectional area with diameter of 10 mm. (The answer unit should be in N). Acceptable error: 4% 1A Yanıt:
For the given simply supported beam AB, determine the: a) the slope at point A b) draw the deflected shape of the beam AB. EI is constant.
Consider the truss shown in (Figure 1). Assume the members are pin connected at their end points. TakeA = 130 mm2, and E= 200 GPa for each member. Use the method of virtual work to solve this problem. Determine the horizontal displacement of joint D measured leftward. 8 kN 3 m 3 m 4 m C B
1. Use Virtual Work Method to answer the questions below considering the truss shown in the figure. Assume A = 1200 mm?, E = 200 GPa and a = 12 x 10° /°C c. Vertical displacement of joint A in mm due to external force only. Put negative sign if its downward. d. Vertical displacement of joint A in mm due to -100 °C change in temperature in members AE and ED. Don't add deflection due to external loads or fabrication error. Put negative sign if its downward. a = 4.26 kN b = 5.5678 kN c = 3.79 m D "c" m A B "a" kN "b" kN "c" m "c" m
Problem: For the beam and loading shown, determine (a) the equation of the elastic curve, and (b) the deflection midway between the supports. Assume that EI is constant for the beam. You can use any method for the beam deflection computation. w(x) = w,x/L³ Wo %3D A B

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For the plus-sign-shape slab, if you know that all boundries are simply supported, and you have been asked to determine the deflection of the slab in the middle. Use finite difference to solve the probelem. Use h=0.5 2m 4m 2m 4m 2m 2m Solve the developed equation using Guass-Siedel iteration method