PROBLEM B #2 20ft 16 ft с A 13ft 5 f+ 111 nam 12 ft D Compute vertical displacement of Eifi A+ A a) 100 kips acts downward b) A umit force acts down at E AD = 4.5 in ² BC = 251² AB= 6 in CE= 4im² E = 3x 104 kips/im² 2 AC = 4.0 in 40 = 2.5 in²

Structural Analysis
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Chapter2: Loads On Structures
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Compute vertical displacement of E if:

  1. 100 kips acts dowmward at A
  2. A unit force acts down at E
PROBLEM
B
20ft
16 ft
A
13f+
c|5f+
E
Th
12 ft
D
Compute vertical displacement of Eif:
a) 100 kips acts downward
b) A umit force acts down
At A
2
AD = 4.5 in ²
BC = 251²
AB=
6 in²
CE= 4im²
E = 3x 10" kips / im²
4
at E
AC = 4.0 in
= 2.5 in²
Transcribed Image Text:PROBLEM B 20ft 16 ft A 13f+ c|5f+ E Th 12 ft D Compute vertical displacement of Eif: a) 100 kips acts downward b) A umit force acts down At A 2 AD = 4.5 in ² BC = 251² AB= 6 in² CE= 4im² E = 3x 10" kips / im² 4 at E AC = 4.0 in = 2.5 in²
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