(a) The codal provisions of the member using LRFD.

Question

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.

Answer 1

Question

Chapter 6, Problem 6.6.8P

To determine

(a)

The codal provisions of the member using LRFD.

To determine

(b)

The codal provisions of the member using ASD.

Expert Solution & Answer

Trending nowThis is a popular solution!

See solution

Check out sample textbook solution

Students have asked these similar questions

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

1. (a) Explain Rankine's Theory of lateral earth pressures (at rest, active and passive) in terms of Mohr's circles. (6%) (b) What are the two important assumptions of Rankine in determination of lateral earth pressures on a retaining structure? (4%) (c) Show all the pressures acting on the wall below and determine them (30%) 0.5m 10 5.0 m 1.0 m Sand Y-18.5 kN/m³ $-36° Tos m 1.5m 1.0 m 1.0 m