For the structure below, each member of the truss will safely support a tensileforce of 4 kN and a compressive force of 2 kN. Determine the largest mass m that can besafely suspended.☑1 mt1 m1 m1 m+1 mEm

Answered: For the structure below, each member of…

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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A rigid plate C is used to transfer a 20-kip load P to a steel (E = 30,000 ksi) rod A and to an aluminum alloy (E = 10,000 ksi) pipe B as shown. The supports at the top of the rod and the bottom of the pipe are rigid, and the materials were unstressed before the load was applied. The cross-sectional areas of rods A and pipe B are 0.80 in2 and 3.00 in2 respectively. Determine The normal stress in rod A in ksi, The normal stress in pipe B in ksi and The displacement of plate C in inches. Note: Draw the Free Body Diagram, include the units/dimensions, use the proper formula and round-off all the answers and final answers to 5 decimal places.
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A Given the FLEXURAL RIGIDITY of the beam shown=6000 KN.m^2, find the :deflection at the roller support 2m B 3m C 3m 50 kN ID -0.025 m O No deflection O -0.125 m O +0.025 m O +0.125 m O Non of them O
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Topic: Mechanics of Deformable bodies: Stress Answer with a complete solution
An aluminum bar having a cross-sectional area of 160 mm carries the axial loads as shown in the Figure below. Assume that the bar is suitably braced to prevent buckling and E = 70000 MPa. The length of each bars are follow: B1 = 0.8 m; B2 = 1.0 m; B3 = 0.6 m. Determine the total deformation of the bars B1, B2 and B3 in mm. 35KN B1 B2 B3 10KN 15KN 30KN 2.5 B 1.79 C) 0.54 3.75 E 4.83
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A plane truss is shown in the figure 1,200 N F 25° 480 N 480 N 6 @ 10.50 m 63.00 m What is the force in member AH in N?

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For the structure below, each member of the truss will safely support a tensile force of 4 kN and a compressive force of 2 kN. Determine the largest mass m that can be safely suspended. ☑ 1 m t 1 m 1 m 1 m + 1 m E m