12K 10K 10к 20к 15K 7K Solve for the resultant of the six loads on the truss shown The loads are given In kips (K)(I klp = 1000lbe ). Three loads are vertical. The wind loads are perpendicular to the side. The truss is symmetrical.

Structural Analysis
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Chapter2: Loads On Structures
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Solve for the Resultant of the six loads on the truss shown the loads are given in Kips ( K ) ( 1 Klp = 1000lbs ). Three loads are vertical the wind loads are perpendicular to the side. The Truss is symmetrical.

12K 10K
10K 20K
15K
7K
Solve for the resultant of the six loads on the truss shown
The loads are given In kips (K)(I klp = 1000lbs ). Three loads are vertical.
The wind loads are perpendicular to the alde. The truss is symmetrical.
Transcribed Image Text:12K 10K 10K 20K 15K 7K Solve for the resultant of the six loads on the truss shown The loads are given In kips (K)(I klp = 1000lbs ). Three loads are vertical. The wind loads are perpendicular to the alde. The truss is symmetrical.
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