QUESTION 1 The two storey frame shown in the following figure acted upon at floor level by triangular impulsive force shown in same figure. For this frame determine the probable floor displacements and shear forces in the columns. N=2 KI= (30,700N) lb/in, MI= (136N) lb-sec/in, k₂ ki M2 MI 30' (a) k₂ k₁ K2 = (44,300N) lb/in M2 = (66N) lb-sec/in F₁(t) F₂(1) 20N 20N HA 10N 10N t(Sec) 0.1 10' 15' (b) 0.1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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QUESTION 1
The two storey frame shown in the following figure acted upon at floor level by triangular
impulsive force shown in same figure. For this frame determine the probable floor displacements
and shear forces in the columns. N=2
KI= (30,700N) lb/in,
MI= (136N) lb-sec/in,
k₂
ki
M2
MI
30'
(a)
k₂
k₁
K2 = (44,300N) lb/in
M2 = (66N) lb-sec/in
F₁(t)
F₂(1)
20N
20N
HA
10N
10N
t(Sec)
0.1
10'
15'
(b)
0.1
Transcribed Image Text:QUESTION 1 The two storey frame shown in the following figure acted upon at floor level by triangular impulsive force shown in same figure. For this frame determine the probable floor displacements and shear forces in the columns. N=2 KI= (30,700N) lb/in, MI= (136N) lb-sec/in, k₂ ki M2 MI 30' (a) k₂ k₁ K2 = (44,300N) lb/in M2 = (66N) lb-sec/in F₁(t) F₂(1) 20N 20N HA 10N 10N t(Sec) 0.1 10' 15' (b) 0.1
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