Determine the maximum shear (kN) in thegiven beam below. Support C settles by 4100 x 103 kNm2. Assume thatmm and El =%3Dthe reaction at C is the redundant reaction.Note: Use two (2) decimal places in thefinal answer.10 kN8 KN6 kN12 kN/mElElFB3.0 m4.0 m Vc3.0 m5.0 m3.0 m7.0 m11.0 m31.9650.6775.99none of the above

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Answered: Determine the maximum shear (kN) in the…

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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For a = 1.5m, determine the reactions at pin A and roller B. 1800 N/m A 4 m Solution: • There are two distributed loads acting on the beam, left and right. Replace them with equivalent concentrated loads respectively: 1. The distributed load on the left part of the beam is equivalent to F₁: o Magnitude of it: F₁ = N; o Location of it: x₁ = m to the right of A; 2. The distributed load on the right part of the beam is equivalent to F2: o Magnitude of it: F2 = N; o Location of it: X₂ = 600 N/m B 1. Reactions on A: 2 Reactions on R • The two supports are replaced by corresponding reactions: → m to the right of A;
For the frame shown, if E = 29x10^3 Ksi, I = 600 in^4. Compute the total reaction at A. Compute the horizontal displacement of point C.
-; For the frame shown below, determine the degree of indeterminacy and compute the reactions at D. El=constant. 33 KN/m B 5 m 6 m D 2 m О KN 2 m A
determine the reactions of the indeterminate frame shown below using slope-deflection method. show comple solution and figure. (EI=constant)
Assume that you know the reactions at A and F. Draw a free-body diagram that would allow you to solve for the force in BC with one equation (it is okay to draw it on the figure). -3 m D B 10 kN -3 m- E 15 kN -3 m 3m
What is the reaction at A in kN? Replace the distributed loading by an equivalent resultant force and specify its location the beam measured from the pin at A. Solve also for the support reactions. 4KN/m 2 AN/ O 6.5 O 5.5 O 7.5 O 8.5 O 9.5 O 4.5
D (5000 mm?) (4000 mm (5000 mm?) 3 m (4000 mn) (5000 mm) B (5000 mm?) A 100 kN 2 panels at 4 m 8 m E = 200 GPa Analyze the truss shown using MCD. Determine the force in member AE. For reactions that is downward and going to the left, input your answers as negative. * („uu 000) /4000 mm)
4. Solve for the reactions R. and Re in the following situation 20 3⁰ 7 kip 9⁰ RB 6⁰ n 3 kip
For a figure shown, a. Draw the influence for reaction at A. b. Draw the influence for Shear At C c. Draw the influence for moment At C. d. Determine the maximum values of these functions for a moving uniform distributed load of 5KN/m. ( Show complete solution.)
Solve for the reactions, the midspan deflection, and the slope at the midspan. Use E = 70 GPa and I = 100 x 106 mm4 Final Equations with value of C1 and C2 EIy'' = EIy' = EIy = RA: RB: MA: Deflection: Slope:
Use E= 200 GPa, I = 800 x 105 mm² when necessary. For the beam loaded as shown, determine the reaction components using Conjugate Beam Method 3.00 3.00 300 kNm 6.00 90 kN/m 7.00 12.0 m 4.00 6.00 P = 229kN
For the beam shown, the magnitude of the distributed load is wo = 10.6 kN/m and the beam lengths are a = 6.3 m and b = 18.9 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. Wo В a

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