PRINCIPLES OF HIGHWAY ENGINEERING+TRAFF
PRINCIPLES OF HIGHWAY ENGINEERING+TRAFF
7th Edition
ISBN: 9781119688372
Author: Mannering
Publisher: WILEY
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Chapter 3, Problem 56P
To determine

The station of the PT.

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Q.2 The girder AB as shown in Fig. 2 has a span of 18m and supports concentrated loads located as shown. Determine the plastic moment capacity MP and the plastic collapse load Pc for the given load conditions. Use either Equilibrium drVirtual Work method in your solution. [30 marks] 5P 5P C d B 6 m 6 m 6 m 18 m Fig. 2 - Prismatic Continuous
337 kN -Weld -25° 6 mm PROBLEM 1.33 A steel pipe of 300 mm outer diameter is fabricated from 6 mm thick plate by welding along a helix which forms an angle of 25° with a plane perpendicular to the axis of the pipe. Knowing that the maximum allowable normal and shearing stresses in directions respectively normal and tangential to the weld are σ = 50 MPa and 7 = 30 MPa, determine the magnitude P of the largest axial force that can be applied to the pipe.
2.2 Identify the Zero Force Members for the truss shown. Show your final answer with a sketch and mark the zero force bars with "0". D 700 N 500 N
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