loading scenario: uniform dead load of 1 klf, a moving uni- ber BC of the truss in Problem 16.49 given the following Determine the maximum and minimum axial forces in mem- P16.54 n- a form live load of 2 klf, a moving concentrated load of 10 and an impact factor of 10%.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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I need 16.54, but problem 16.49 is needed to solve it.

P16.49 BC, BH, and GH. (Ans: load @ F: NBC = 1.69, NGH
= -1.33)
%3D
%3D
C
E
B
A
kH.
I
J
1F
30 ft →- 30 ft →e 30 ft →«- 30 ft →
Problem 16.49
15 ft|1015
20 ft
Transcribed Image Text:P16.49 BC, BH, and GH. (Ans: load @ F: NBC = 1.69, NGH = -1.33) %3D %3D C E B A kH. I J 1F 30 ft →- 30 ft →e 30 ft →«- 30 ft → Problem 16.49 15 ft|1015 20 ft
form live load of 2 klf, a moving concentrated load of 10 k,
ber BC of the truss in Problem 16.49 given the following
Determine the maximum and minimum axial forces in mem-
loading scenario: uniform dead load of l klf, a moving uni-
P16.54
mem-
a
form live load of 2 klf, a moving concentrated load of 10
wing
oving
and an impact factor of 10%.
Transcribed Image Text:form live load of 2 klf, a moving concentrated load of 10 k, ber BC of the truss in Problem 16.49 given the following Determine the maximum and minimum axial forces in mem- loading scenario: uniform dead load of l klf, a moving uni- P16.54 mem- a form live load of 2 klf, a moving concentrated load of 10 wing oving and an impact factor of 10%.
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