A rigid-jointed frames are indicated in Figure 1, in which the relative EI values and the applied loading are given. You are required to (a) sketch the bending moment diagram and determine the support reactions; (b) sketch the deflected shape (assuming axially rigid members) and compare with the shape of the bending moment diagram. HA A 12 kN/m 24 kN VA E, 21 B Е, I C E, I Vc Mp HD + 6.0 m D' 3.0 m t1.0 m VD 6.0 m 3.5 m
A rigid-jointed frames are indicated in Figure 1, in which the relative EI values and the applied loading are given. You are required to (a) sketch the bending moment diagram and determine the support reactions; (b) sketch the deflected shape (assuming axially rigid members) and compare with the shape of the bending moment diagram. HA A 12 kN/m 24 kN VA E, 21 B Е, I C E, I Vc Mp HD + 6.0 m D' 3.0 m t1.0 m VD 6.0 m 3.5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A rigid-jointed frames are indicated in Figure 1, in which the relative EI values and the
applied loading are given. You are required to
(a) sketch the bending moment diagram and determine the support reactions;
(b) sketch the deflected shape (assuming axially rigid members) and compare
with the shape of the bending moment diagram.
![A rigid-jointed frames are indicated in Figure 1, in which the relative El values and the
applied loading are given. You are required to
(a) sketch the bending moment diagram and determine the support reactions;
(b) sketch the deflected shape (assuming axially rigid members) and compare
with the shape of the bending moment diagram.
HA
A
12 kN/m -
24 kN
VA
E, 21
В
E, I
E, I
Vc
Hp_ Mp
D
6.0 m
3.0 m 1.0 m
VD
6.0 m
3.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7ab6aa22-45e3-4e75-93a5-e44fa9b62e20%2F7d091eb4-39c6-465e-95f2-b83c984554d2%2Fxvdj8z9_processed.png&w=3840&q=75)
Transcribed Image Text:A rigid-jointed frames are indicated in Figure 1, in which the relative El values and the
applied loading are given. You are required to
(a) sketch the bending moment diagram and determine the support reactions;
(b) sketch the deflected shape (assuming axially rigid members) and compare
with the shape of the bending moment diagram.
HA
A
12 kN/m -
24 kN
VA
E, 21
В
E, I
E, I
Vc
Hp_ Mp
D
6.0 m
3.0 m 1.0 m
VD
6.0 m
3.5 m
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