Answered: 10 kN/m А EI В 2EI D 2m |2EI_ 18 kN- 2m…

Engineering

Civil Engineering

10 kN/m А EI В 2EI D 2m |2EI_ 18 kN- 2m |C 4m 3m

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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use force method Consider the beam shown below. The structure is subjected to two concentrated loads. If all three supports settle the following amounts: A = 4.0 in., B = 2.0 in., and C = 3.5 in., determine reactions and draw the bending moment and shear force diagrams. 60 k |90 k the support B 10 ft 10 ft-–10 ft 10 ft Note: E = 4,000 ksi, I = 1200 in; select the reaction at Support B to be the redundant.
From the given simply supported beam below, determine the following: a, The shear and moment equation of each segment of the beami Use point A as reference of b. The Shear and Mament Diagram of the beam e The maximum shearand moment of the beam. d. The moment of Ihertia with respect to the neutral axls. e. The maximum flexurál stress and shear stress of the beam. I. The bending stress at point B andC * The shear stressät the mid-point of the beam. 20 kN 14 kN / m 10 KN / m A B [D] E 4 m 25 m 25 m 3 m 360 mm 80 mm 130 mm 130 mm 300 mm 90 mm 280 mm
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Considering the fully restrained beam shown in Figure 2 where E = 200 GPa and I = 2x10^9 mm^4 If P = 70 kN, M = 100 kNm, L = 12 m., and G = 40 degrees. Use either the virtual work method or the method of consistent deformation and state what you use with a complete solution. thank you. 1. Determine the maximum positive and negative shear that is acting on the beam. 2. Determine the maximum positive and negative moment that is acting on the beam 3. Determine the maximum deflection of the beam. 4. If the maximum deflection is limited to 10mm, determine the diameter of the circular beam required.
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Angle C is 90°
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How do i solve the attached trusses/civil engineering problem?
Question Three The three-bar truss ABC shown in the figure part a has a span L = 3 m and is constructed of steel pipes having cross-sectional area A = 3900 mm² and modulus of elasticity E = 200 GPa. Identical loads P act both vertically and horizontally at joint C, as shown. (a) If P=475 kN, what is the horizontal displacement of joint B? (b) What is the maximum permissible load value Pmax if the displacement of joint B is limited to 1.5 mm? P P A 45° 45° B woobute L (a)
lute flexural stress. For the beam shown in Figure (3), given INA = 1.+ 10 mm", calculate the transverse shearing stress at points A, C and G on the section at the left support of the beam.