(3) Determine the maximum load that may be applied to this assembly. in kips A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the figure. The cross-sectional area ofbar (1) is 1.35 in.", and the cross-sectional area of bar (2) is 1.85 in.². The normal stress in either bar may not exceed 24 ksi.Determine the maximum load P that may be applied to this assembly. Assume dimensions of a =c = 11.0 ft.= 15.5 ft, b = 6.5 ft, and(1)aBPb(2) Incorrect. If F2.A exceeds F2.allow, then the force in member (2) will control the capacity of the two-bar assembly,and the Load Case B assumption should be used. Otherwise, F1.B Exceeds F1.allow, the force in member (1) willcontrol the capacity of the two-bar assembly, and the Load Case A assumption should be used.Enter the forces in the members corresponding to the correct maximum load case assumption, Load Case A or Load Case B.F1 =ikipsF2 =i!kips

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A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the figure. The cross-sectional area of bar (1) is 1.35 in.?, and the cross-sectional area of bar (2) is 1.85 in.?. The normal stress in either bar may not exceed 24 ksi. Determine the maximum load P that may be applied to this assembly. Assume dimensions of a = 15.5 ft, b = 6.5 ft, and c = 11.0 ft. (1) a B b

A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the figure. The cross-sectional area of bar (1) is 1.35 in.?, and the cross-sectional area of bar (2) is 1.85 in.?. The normal stress in either bar may not exceed 24 ksi. Determine the maximum load P that may be applied to this assembly. Assume dimensions of a = 15.5 ft, b = 6.5 ft, and c = 11.0 ft. (1) a B 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

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

(3) Determine the maximum load that may be applied to this assembly. in kips

A horizontal load Pis applied to an assembly consisting of two inclined bars, as shown in the figure. The cross-sectional area of
bar (1) is 1.35 in.", and the cross-sectional area of bar (2) is 1.85 in.². The normal stress in either bar may not exceed 24 ksi.
Determine the maximum load P that may be applied to this assembly. Assume dimensions of a =
c = 11.0 ft.
= 15.5 ft, b = 6.5 ft, and
(1)
a
B
P
b
(2)

Incorrect. If F2.A exceeds F2.allow, then the force in member (2) will control the capacity of the two-bar assembly,
and the Load Case B assumption should be used. Otherwise, F1.B Exceeds F1.allow, the force in member (1) will
control the capacity of the two-bar assembly, and the Load Case A assumption should be used.
Enter the forces in the members corresponding to the correct maximum load case assumption, Load Case A or Load Case B.
F1 =
i
kips
F2 =
i
!
kips

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