Two steel plates are welded together to form an inverted T-beam and are loaded as shown below. Determinethe maximum bending stress developed. Also, determine the maximum shear stress at the neutral axis of thecross section.The following InteAv = 9KBv = 11Klocation of centroid = 3.56" above X-RefSheardiagramMomentdiagram1" x 10"steel plate1" x 8"steel plateX-referenceA6'8K12'24'12K6'Bof your work is accurate. YomentMmax = 66K'Vmax 11KMoment of Inertia = 218 inª

We know that Bending stress is given by σ = MI*y For Maximum bending stress we can write σmax =…

Answered: Two steel plates are welded together to…

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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Problem 01.054-Analysis of an inverted T-frame In the steel structure shown, a 6-mm-diameter pin is used at C and 12-mm-diameter pins are used at B and D. The ultimate shearin stress is 150 MPa at all connections, and the ultimate normal stress is 340 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. Front view. 160 mm D B 18 mm B Top view 120 mm largest load P that can be applied at A is 99252 2.328 KN. ED 6 mm 22B Side view
The compound shaft consists of a solid aluminum segment (1) and a hollow brass segment (2) that are connected at flange B and securely attached to rigid supports at A and C. Aluminum segment (1) has a diameter of 0.55 in., a length of L₁ = 40 in., a shear modulus of 3800 ksi, and an allowable shear stress of 5.8 ksi. Brass segment (2) has an outside diameter of 0.45 in., a wall thickness of 0.15 in., a length of L₂ = 30 in., a shear modulus of 6400 ksi, and an allowable shear stress of 8.2 ksi. Determine: (a) the allowable torque Te that can be applied to the compound shaft at flange B. (b) the magnitudes of the internal torques in segments (1) and (2). (c) the rotation angle of flange B (relative to support A) that is produced by the allowable torque TB. L₁ L2 TB (1) Answer: (a) TB= (b) T₁ = T2= (c) OB= B lb-ft lb-ft lb-ft rad (2) C
If the maximum bending stress at section a–a is not allowed to exceed an allowable stress of 220 MPa, determine the maximum allowable force P that can be applied to the end E.

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Two steel plates are welded together to form an inverted T-beam and are loaded as shown below. Determine the maximum bending stress developed. Also, determine the maximum shear stress at the neutral axis of the cross section.