Determine Reaction at supports (Use Method of Consistent Deformation and Slope-Deflection Method) 50 N/m10m10m10mDetermine Reactions at supports (Use Method of Consistent Deformation and Slope-Deflection Method

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Answered: 50 N/m TT 10m 10m 10m

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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2. Assuming that the three shape shown are identical (same allowable torsional stress, same cross sectional area and same thickness. What shape is the most efficient in terms of torque applied and by how much (%) in each of the other shape? ADO a 60° 60 a
need help in this particular sample problem thank you
We are given the statically indeterminate structure shown in Figure 2. Apart from the loadings, member AB is also subjected to temperature effects. The cross-sectional depth of member AB is h = 12 in, and the thermal coefficient is aT= 5:10-6 /° F. We are also given that the effect of axial forces on the deformations can be NEGLECTED. 1 kip/ft 5 kip BV VVvvvwwW EI = 8:105 kip-ft2 EI = 106 kip-ft2 20 ft Figure 2 a) Establish a primary structure b) Establish the compatibility equation from which you will obtain the redundant force c) Determine the support reactions of the structure d) Determine the internal loading diagrams of the structure e) Determine the support reactions IF THE STRUCTURE IS ONLY SUBJECTED TO THE TEMPERATURE EFFECTS (and not the loads) AT: = 5 °F ÅT;= -5 °Fi
Please solve the problem in the picture
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.
len 9
A 60° strain rosette is glued to a girder. At any instant the measured strain values are: - 220u ; - .360µ; e - 500;µ Apply the concept of Strain Transformation to determine: (i) The coordinate strains , &, and y,; if e=10 (ii) Using transformation equations; (a) The orientation of principal planes and the values of max. and min. principal strains. Also sketch the deformed strain element showing principal planes labelled with max. and min. principal strain values on the respective planes. (b) The orientation of max. in-plane shear strains and the values of max. and min. in plane shear strains. Also sketch the deformed and distorted strain element labeled with strain values on the respective planes.
The steel truss shown carries a downward vertical load of 14 kN at joint B. The diagonal members of the truss have an area equivalent to 250 mm^2, and the horizontal members are 300 mm^2. With the given conditions calculate the: a) Horizontal Deflection at E in mm b) Vertical Deflection at D in mm Esteel = 200 GPa
The bottom of the hollow shaft shown in figure 2 is fixed to a surface acting as a rigid support. Suppose the hollow shaft has an inner radius of r, = 40mm and outer radius r, = 55mm %3D %3D Figure 2 a) Determine the torque T if the maximum shearing stress is not to exceed 60 MPa. b) Suppose that the shaft is solid instead, with the same outer radius. Use the calculated torque T from part a, and determine the maximum shearing stress of the solid shaft due to torque T. c) Why would we still choose a hollow shaft when it will experience higher stress compared to a solid shaft?
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The same torque is applied to two tubes with identical metal sheets, determine the ratio of square/ circle of the shear stresses. Given: r = 16 mm, %3D S = 17 mm, and t = 2.80 mm. %3D ト

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