Please help solve, provide all units and steps and highlight answers. 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

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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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The members of the truss shown below have a cross-sectional area of 10,000 mm². Determine the stresses in members AB and AE in MPa. Indicate if the stresses are in compression or tension. 4 m 4 m E 20 kN 40 kN A -> C. 8 m-
2.47 The negligible weight rigid bar is pinned at O and attached to two vertical rods. WI is the largest load P that can be applied without exceeding stresses of 150 MPa in t steel rod and 70 MPa in the bronze rod, assuming the rods were initially stress-free? 4m 3m 3m Steel A = 600mm2 E = 83Gpa L = 4m Steel V P A = 1800mm2 E = 200Gpa L 3m
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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
Determine the force in each member of the loaded truss shown in the figure below. Make use of the symmetry of the truss and of the loading. Tabulate the results and indicate the nature, i.e., tension (T) or compression (C). i3 5 m 5 m 5m 30 kN 60 kN 30 kN UNIVER ADA MSC
The bars of the pinned-connected truss shown in Figure below are each 30 mm by 60 mm in cross-sectional area. If the working axial stresses are 100 MPa for members in tension and 80 MPa for members in compression, what is the maximum load P (kN) the truss structure can carry based on the given stresses? ... B 8 m 6 m 10 m A 100 180 240 350
Problem 3 For the compound beam shown in Figure 4, determine the reaction forces, calculate the stress in each member, and determine the deformation in each beam using the Direct Stiffness Method. 3 ft 2 ft 2 ft y 500 lb 300 ft-lb 1= 0.948 in ¹ E = 30 106 psi I = 0.198 in ¹ E = 30-106 psi
Topic: Mechanics of Deformable bodies: Stress Answer with a complete solution
The cross-sectional area of each member of the truss is 1200 mm2 and the allowable stresses are 100 MPa in tension and 80 MPa in compression. Calculate the maximum value of P the truss can carry. 5m 0.75 m A 4 m 3 m B
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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