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Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K J 1 H Solution 51 6 72- 18 24 30 36 -0.25 -0.5 -x(ft) -0.5 B -6-1-6- 6ft 6ft E -6 ft -0.75 -1 FEF FIE 0-75 0.5 0.667 02 0.5 0.5 .... 1. 0.333 0-167 30 36 6 12 18 36 24 30 —x(A) 6 2 18 24 -0.167 28.8 6ft +x(ft) 8 ft

Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K J 1 H Solution 51 6 72- 18 24 30 36 -0.25 -0.5 -x(ft) -0.5 B -6-1-6- 6ft 6ft E -6 ft -0.75 -1 FEF FIE 0-75 0.5 0.667 02 0.5 0.5 .... 1. 0.333 0-167 30 36 6 12 18 36 24 30 —x(A) 6 2 18 24 -0.167 28.8 6ft +x(ft) 8 ft

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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Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K J 1 H Solution 51 6 72- 18 24 30 36 -0.25 -0.5 -x(ft) -0.5 B -6-1-6- E 6ft. 6ft. -6 ft -0.75 -1 FEF FIE 0-75 0.5 0.667 0.25 0.5 0.5 .... 1. 0.333 0-167 30 36 6 12 18 36 24 30 -x(A) 6 18 24 -0167 28.8 6ft +x(ft) 8 ft
Transcribed Image Text:Q6 Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. L K J 1 H Solution 51 6 72- 18 24 30 36 -0.25 -0.5 -x(ft) -0.5 B -6-1-6- E 6ft. 6ft. -6 ft -0.75 -1 FEF FIE 0-75 0.5 0.667 0.25 0.5 0.5 .... 1. 0.333 0-167 30 36 6 12 18 36 24 30 -x(A) 6 18 24 -0167 28.8 6ft +x(ft) 8 ft
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