Dimensions: L= H= E= A= |= t= a-= Applied actions: W= AT= 2475000 kN/m² 0.404 m² 0.081 m 0.312 m 0.00001 1/C H 4 m 4 m Question 2: Use the force method to analyse the structure for the combined action of a distribued load and temperature change acting simultaneously. Take the redundant as the horizontal reaction at D. Complete your calculations to determine what is required below. 1)Determine reactions at A and D; 2) Draw the axial force diagram, shear force diagram and bending moment diagram for the distributed load and the temperature combined. B 45 kN/m 4°C -AT +AT W L H/2

Dimensions: L= H= E= A= |= t= a-= Applied actions: W= AT= 2475000 kN/m² 0.404 m² 0.081 m 0.312 m 0.00001 1/C H 4 m 4 m Question 2: Use the force method to analyse the structure for the combined action of a distribued load and temperature change acting simultaneously. Take the redundant as the horizontal reaction at D. Complete your calculations to determine what is required below. 1)Determine reactions at A and D; 2) Draw the axial force diagram, shear force diagram and bending moment diagram for the distributed load and the temperature combined. B 45 kN/m 4°C -AT +AT W L H/2

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

Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPa
Determine the reactions of the given statically indeterminate beam. L = 8 meters P = 10 kN (located @ midspan) w = 5 kN/m E = 200 GPa A = H250 x B150 mm beam
What is the reaction at A?a. 45 KN c. 60 KNb. 15 KN d. 75 KN What is the maximum shearing stress?a. 45 KN c. 30 KNb. 15 KN d. 90 KN What is the maximum moment?a. 60 KN.m c. 45 KN.mb. 120 KN.m d. 90 KN.m What is the centroid with respect to x-axis?a. 214.29 mm c. 180.50 mmb. 350.25 mm d. 432.75 mm What is the moment of inertia with respect to the neutralaxis?a. 2,733.73 x 106 ??4 c. 2,598.11 x 106 ??4b. 2,222.22 x 106 ??4 d. 2,639.73 x 106 ??4 What is the value of the maximum bending stress?a. 8.125 MPa c. 10.715 MPab. 5.375 MPa d. 12.325 MPa
Calculate the reaction of Support Ay, Bx and By.
Determine the force that the smooth 20-kg cylinder exerts on members AB and CDB. Also, what are the horizontal and vertical components of reaction at pin A?
Considering the diagram as a whole body, the downward forces and the upward reactions are equal. They are? a. 160 kN = 160 kN b. 125 kN = 125 kN c. 145 kN = 145 kN d. None of the above The horizontal reaction at A is? a. 15.02 going to the right b. 15.02 going to the left c. 19.02 going to the right d. 19.02 going to the left
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
A 6m beam with a fixed end and supported by a roller in the right end is carrying a concentrated load at its midspan P = 20kN. What is the degree of indeterminacy? Determine the reaction in the roller support. Determine the angle of rotation at the roller support use EI = 2000kN.m2
Determine reaction at D and Moment reaction at A using conjugate beam method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa a = 2.2 m, b = 12.2 kN/m, c = 43 kN
Two steel pipe columns (E=200,000??a,A1=2000mm2,A2=1800mm2)support a rigid beam AC that has a 3.6m overhang BC. The beam supports a linearly varying load of maximum intensity w=75K/nm as shownin the figure.Neglect the weight of the beam AC, and assume that the beam is supported on the two columns such that it transmits load to each column as an axial load.Determine the vertical displacementat end C of the beam, in column 1at A and column 2at B. Answer in mm.
In the beam loaded as shown in the figure, 4. Find the reaction at the left support. a. 36 kN b. 25 kN c. 15 kN d. 35 kN 5. Find the absolute max shear a. 41 kN b. 71 kN c. 90 kN d. 105 kN 3. Find the location of maximum positive beam moment measured from point a. a. 4.437 m b. 5.437 m c. 1.732 m d. 2.273 m
From the figure shown below. 1. Which of the following gives the maximum positive moment of the beam? a. 21.4 kN-m b. 13.3 kN-m c. 19.4 kN-m d. 26.3 kN-m 2. Which of the following gives the reaction at A? a. 20 kN b. 15 kN c. 30 kN d. 25 kN