A vertical pole is subjected to a pull of 620 N in the yz plane and 15° below the horizontal. The guy wires AB and AC are attached to supports in the xy plane. The pole rests in a socket. Sce Fig. 6-25. What the tension in each cable? A 2000 mm D 15° 620 N 10000 mm /B670 mm Lo5330 mm 6670 mm B.

A vertical pole is subjected to a pull of 620 N in the yz plane and 15° below the horizontal. The guy wires AB and AC are attached to supports in the xy plane. The pole rests in a socket. Sce Fig. 6-25. What the tension in each cable? A 2000 mm D 15° 620 N 10000 mm /B670 mm Lo5330 mm 6670 mm B.

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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Concept explainers

Cables

Cables are collections of wires, alternatively referred to as a cord, connector, or plug. They are one or more wires covered in a plastic covering that allows for the transmission of power or data between devices. The earliest use of recognizable electrical cable was the early commercialized telegraph lines. These were iron-made and tedious to produce and install cabling.

Question

A vertical pole is subjected to a pull of 620N in the yz plane and 15 deg below the horizontal. The guy wires AB and AC are attached to supports in the xy plane. The pole rests in a socket. What is the tension in each cable?

A vertical pole is subjected to a pull of 620 N in the yz plane and 15° below the horizontal. The guy wires
AB and AC are attached to supports in the xy plane. The pole rests in a socket. Sce Fig. 6-25. What is
the tension in each cable?
A
2000 mm
D 15°
620 N
10000 mm
/B670 mm
Lo5330 mm
6670 mm
B.

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Note: Hi, pls need help. Any solutions are highly appreciated. I will rate this right away. Thank you in advance! what is the maximum moment about minor axis in N-m? Considering sag rods and tie rods at midspan (2 decimal places) A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are spaced 1.1967m on centers. The truss has a height of 4m. Roof LL is 'RLL' N/m2 of roof surface and roof covering is assumed to be 'RDL' N/m2 of roof surface. Determine whether the purlins are adequate to carry such loadings. Fy = 248 MPa. C10X20 properties: w=29.76kg/m, A=3787.09mm2, Ix=32.84x106mm4, Iy=1.17x106mm4, Zx=317.91x103mm3, Sx=258.92x103mm3, Zy=44.25x103mm3, Sy=21.47x103mm3 S (m) RLL (N/m^2) RDL (N/m^2) 6.00 900 900