EBK FOUNDATION DESIGN
3rd Edition
ISBN: 9780133424478
Author: CODUTO
Publisher: YUZU
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Chapter 3, Problem 3.7QPP
A vertical load of 300 kN is applied to a
- Compute the induced vertical stress,
- Compute the induced vertical stress,
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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°
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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
Chapter 3 Solutions
EBK FOUNDATION DESIGN
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