The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unitload method and determine the deflection at the node C for the given loads.Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm²LLEAC50 KNV2.3m2.3m2.3m12.3m

Answered: The truss shown in Figure 1 carries a…

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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EXAMPLE 4.2 The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm²; link CD is made of steel (E = 200 GPa) and has a cross-sectional area of 600 mm?. For the 30-kN force shown, determine the deflection (a) of B, (b) of D, (c) of E. %3D 0.4 m 0.3 m 30 kN D E -0.4 m 0.2 m
For the beam supported at A and B as shown, is carrying two concentrated loads. RA 2 m PĮ 1 m B RB 1.5 m C If P = Q = 66.10 kN and El= 24x10^12 N-mm^2, What is the deflection at C in mm? (Numerical Value only)
Question 3 Determine the deflections in horizontal and vertical directions at point C and the reactions at supports A and B of the truss shown in Figure (3) using the stiffness method. Take E = 210 GPa and A = 170 mm² for all members. 24 KN 3.00 m 4.00 m Figure (3) C B 18 KN
For the beam and loading shown in Fig.4, determine the deflection at points A and ( Knowing that flexural rigidity is EI=42 MN m². 5 018 ن 2 kN/m 1m B 2m 4 kN/m 2m
A rigid beam BC is suspended by rods AB and CD as shown in the figure. Rod AB is made from aluminum while rod CD is made from steel. Determine the location/ placement of the 75kN concentrated load within the beam BC such that the rigid beam BC will remain horizontal after deflection. Determine the axial deformation of rods AB and CD.
2. a) Determine the support reactions for the truss shown in Figure Q2. Determine the internal forces in all the members of the truss shown in Figure Q2. Using virtual work, calculate the vertical deflection at Joint F of the truss shown in Figure Q2. Take E = 200kN/mm² and an area A = 1000 mm? for all members. H J K L 2m 40 kN 40 kN 100 kN A D E F G 2 m 2 m 2 m 2 m 2 m 2 m B.
Part B
A rigid beam BC is suspended by rods AB and CD as shown in the figure. Rod AB is made in from aluminum while rod CD is made from steel. Determine the location/placement of the 75kN concentrated load within the beam BC such that the rigid beam BC will remain horizontal after deflection. Determine the axial deformation of rods AB and CD.
its analysis 3 i just want how to calculatr reactions
4. The truss shown in figure Q4.1 is constructed out of square steel bars, all of which are of 25mm x 25mm cross-section. The value of Young's Modulus for steel should be taken as 200 GPa. Calculate the horizontal deflection of point A when the truss is subjected to the loading shown. B 0.5m 5kN A с 10kN 2m D 1m
1. Determine the beam For the beams and loading shown below, EI is constant deflection at point C. 12 KN 10 kN/m A IC 2 m. 5 m 3. m
A truss carries a concentrated load at points B, E, F, and G as shown in the figure below. Using unit load method, determine the deflection of the following point. All members of the truss have a circular cross-section: Top Chord has a diameter of 26mm; Bottom chord has a diameter of 40mm; Web member has a diameter of 16mm. USE E=235GPa. If the reaction of point D is 145.7735026919kN, determine the value of "P". Determine the vertical deflection of point G. Determine the horizontal deflection of point F. Determine the horizontal deflection of point E. Determine the force acting at member CF due to applied force.

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The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unit load method and determine the deflection at the node C for the given loads. Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm² LL E A C 50 KNV 2.3m 2.3m 2.3m 1 2.3m