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PROBLEM 2: Refer to Example 4.9 page 131, and Determine the force in HI using section 1-1. Having that value, calculate the forc in El making use of section 2-2. The reactions are given for all the truss. KKKI 20 k 20 ft 40 k E F 20 ft 60 k- A B C D 30 k 60 k 3 at 30 ft-90 ft 22.22 k 67.78 k

PROBLEM 2: Refer to Example 4.9 page 131, and Determine the force in HI using section 1-1. Having that value, calculate the forc in El making use of section 2-2. The reactions are given for all the truss. KKKI 20 k 20 ft 40 k E F 20 ft 60 k- A B C D 30 k 60 k 3 at 30 ft-90 ft 22.22 k 67.78 k

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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PROBLEM 2: Refer to Example 4.9 page 131, and Determine the force in HI using section 1-1. Having that value, calculate the force in El making use of section 2-2. The reactions are given for all the truss. KK 20 k 20 ft 40 kD E 20 ft 60 k A B C 30 k 60 k 3 at 30 ft =90 ft 22.22 k 67.78 k
Transcribed Image Text:PROBLEM 2: Refer to Example 4.9 page 131, and Determine the force in HI using section 1-1. Having that value, calculate the force in El making use of section 2-2. The reactions are given for all the truss. KK 20 k 20 ft 40 kD E 20 ft 60 k A B C 30 k 60 k 3 at 30 ft =90 ft 22.22 k 67.78 k
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