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1.) Determine the force in each member (and identify whether it is compression or tension) of the truss supporting a floor deck as shown. The deck is simply supported on floor beams which, in turn, are connected to the joints of the truss. Thus, the uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joins of the truss. Floor beam Deck B 15 kN/m C F G H -2 m--2 m--2 m-+-2 m-+-2 m-+-2 m-+-2 m-+-2: m- ET 2 m

1.) Determine the force in each member (and identify whether it is compression or tension) of the truss supporting a floor deck as shown. The deck is simply supported on floor beams which, in turn, are connected to the joints of the truss. Thus, the uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joins of the truss. Floor beam Deck B 15 kN/m C F G H -2 m--2 m--2 m-+-2 m-+-2 m-+-2 m-+-2 m-+-2: m- ET 2 m

Structural Analysis
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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1.) Determine the force in each member (and identify whether it is compression or tension) of the truss supporting a floor deck as shown. The deck is simply supported on floor beams which, in turn, are connected to the joints of the truss. Thus, the uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joins of the truss. Floor beam Deck B 15 kN/m C ID F G H -2 m--2 m--2 m-+-2 m-+-2 m-+-2 m-+-2 m-+-2: m ET 2 m
Transcribed Image Text:1.) Determine the force in each member (and identify whether it is compression or tension) of the truss supporting a floor deck as shown. The deck is simply supported on floor beams which, in turn, are connected to the joints of the truss. Thus, the uniformly distributed loading on the deck is transmitted by the floor beams as concentrated loads to the top joins of the truss. Floor beam Deck B 15 kN/m C ID F G H -2 m--2 m--2 m-+-2 m-+-2 m-+-2 m-+-2 m-+-2: m ET 2 m
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