Answered: A 12 kN/m IAB 600 (106) mm4 = 2 m 8…

Engineering

Civil Engineering

A 12 kN/m IAB 600 (106) mm4 = 2 m 8 kN/m C BIBC = 150 (106) mm² 1 m

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

A simple beam AB supports five equally spaced loads P (see figure). (Solve the problem by the method of superposition. The beam has constant flexural rigidity EI.) P p p B L L L L L 6 6 6 6 6 6 (a) Determine the deflection &, at the midpoint of the beam. (Enter the magnitude. Use the following as necessary: P, L, E, and I.) 8₁ = (b) If the same total load (5P) is distributed as a uniform load on the beam, what is the deflection 2 at the midpoint? (Enter the magnitude. Use the following as necessary: P, L, E, and I.) 8₂ = (c) Calculate the ratio of ₁ to 82.
2. Determine the equations of the elastic curve for the beam using the x coordinate. (Please use thesecond-order or fourth-order integration method)(a) Specify the slope at A and maximum deflection. EI is constant.(b) Determine the deflection at the center of the beam and the slope at B. EI is constant.
The horizontal bar ABC is rigid, while CD is made of tubular steel. A load of P = 22x103 N is applied as shown. The cross-sectional are of tubular steel is 25 mm diameter. a. What will be the change in length of the tubular member BD? (Answer is in 5 decimal places)b. What is the vertical displacement of point C? (Answer is in 3 decimal places) Note: Draw the Free Body Diagram, include the units/dimensions, use the formula.
SOLVE STEP BY STEP, DONT USE AI
Consider the cantilever beam in the figure. Knowingthat a = 6m, and that P = 18kN, use the moment areamethod to calculate the following:(a) The slope of point C(b) The deflection of point B
Consider the cantilever beam in the figure,subject to a concentrated force P = 20kip at Band a concentrated moment Mo = 100k-ft at C.Knowing that a = 5ft, use the conjugate beammethod to calculate the following in terms ofgeneric E and I:(a) The slope of point C(b)The deflection of point B
Determine the vertical displacement of point A. Assume the members are pin connected at their ends. Take A = 100 mm2 and E = 200 GPa for each member. Use the castigliano's method.
A cantilever beam AB is loaded as shown in Figure 1. EI is constant for the beam. L = 2.7 m and P = 8.9 kN. Write down your L and P values and answer parts a to c below. (a) Using the moment area method, determine the slope of the beam at B. (b) Using the conjugate beam method, determine vertical deflection at B. (c) Draw the free body diagram (FBD) of the virtual force system for the virtual work method to determine the vertical deflection at the mid-span of the beam. (Note: No calculations are required and show only the FBD).
h) the value of displacement at point C. Enter your answer in mm to 3 decimal places.
For the beam below, determine the displacement at x = 2L/3 from the fixed support using the deflection tables provided in the FE equation packet. Take EI as a constant. Indicate the direction of the displacement also.
g) the value of the constant of integration C4. Enter your answer in kNm3 to 3 decimal places.
6) Determine the vertical displacement of joint A. AE is constant. Take A= 2 in and E=29 (10') for each member. Use the principle of virtual work. D 8 ft B 8 ft 1000 lb 8 ft 500 lb