Answered: For the beam and loading shown,…

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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The truss structure shown contains 15 pin-connected elements each with a cross-sectional area of 200 mm² and a modulus of elasticity of 210 GPa. Determine the vertical deflection of point H using Castigliano's method. D 3 m E 3 m 3 m F 3 m B H 3 m 8 kN A
QUESTION 2 - BEAM For the beam shown below, determine the vertical deflection at point B by using the virtual work method. EI is constant. -5 ft A -5 ft 12 k Į -5 ft B -5 ft- 70 k-ft Fig. 2
Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]
can you help me please the solution is to find a deflection at B P = 250 kg, a = 0.7 m, E = 2x10^6 kgุ/cm^2, and its has a circle area with a d = 4 cm
Use any geometric method to solve the response of the beam. Determine the maximum deflection (in mm) of the given beam. Indicate only the magnitude of the deflection. Use E= 200 GPa and I=5x10^7 mm4
Question-07:Find the value of maximum deflection, deflection at midspan and rotation at midspan in beam shown inFigure 4 using double integration method. EI is constant.
3. Determine the deflection at point C for the beam shown by the virtual work method. 3 kN/m A D C 5 m 10 m 5 m I 21 I E = constant = 250 GPa I = 600(106) mm4
2. use the conjugate beam method to determine the slopes at ends A and D and the deflections at point B and C of the beam. 180 kN 270 kN B 3 m 21 E = constant = 200 GPa I = 420x 10 mm 3 m 3 m
Question 2: Use Castigliano's second theorem to determine the vertical and the horizontal components of the deflection at D of the truss shown in Figure 2. E= 250 GPa, A = 1200 mm² 72 kN T 6 m 10 m B 10 m Figure 2 F 6 m D E 1272
Determine the slopes and deflections at points B and D of the beam shown. a. Using the Double Integration Method. 37 kN/m Hinge 155 kN A 5 m -2.5 m -2.5 m- El = constant E = 200 GPa I = 146 × 10° mm
Use the virtual work method to determine the deﬂection at point C of the beam shown.
Solve using conjugate beam method

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For the beam and loading shown, determine the deflection of point A. Use virtual work or Castigliano's Theorem. E = 29 x 10^6 psi I = 39.6 in^4