Answer f & g PLATE 1Analysis of a Semi-FrameExample 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H, V., and Mrespectively, denote the horizontal, vertical, and rotational reaction componentsat support a, and let V, be the vertical reaction at support e.4.5 kN5 kN6 kN3 m3 kN/m 4.5 kN-m 3 kN/mbe42 kN樂2 mM₁78 kN-m42 kN090 kN m137.5 kN(b)CV₁ = 42 kN6 kN78 kN-mi3 m94.5 kN-mdH₂=6 kN(a)12 kN/m6 m30 kNb.12 kN/mV₂ = 30 kN4.5 kN-md94.5 kN-m4 m40.6 kN m2.84 m90 kN-m78 kN-m1. Develop the required equation/solution for every givenanswer.a. Shear and moment at the left of c.b. Shear and moment at the right of c.c. Shear at e.d. Shear and moment at point c.e. Shear and moment at point a.f. Maximum moment at span deg. Draw the shear and moment diagram of span de.

Answered: Image /qna-images/answer/febc4a4f-18bd-4f63-9377-ed311b48b0aa.jpg

Answered: Answer f & g

Engineering

Civil Engineering

Answer f & g

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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Concept explainers

Electric Current, Voltage and Electric Power

The term electric current is the flow of electrons or electric charges. The drift of electrons is proportional to the amount of voltage or potential difference applied. The more is the voltage, the more will be the electron drift. The amount of electric current a circuit possesses is proportional to the density of electrons or electric charge.

Question

Answer f & g

PLATE 1
Analysis of a Semi-Frame
Example 5-1. Analyze the rigid frame in Fig. 5-1(a). Let H, V., and M
respectively, denote the horizontal, vertical, and rotational reaction components
at support a, and let V, be the vertical reaction at support e.
4.5 kN
5 kN
6 kN
3 m
3 kN/m 4.5 kN-m 3 kN/m
be42 kN
樂
2 m
M₁78 kN-m
42 kN
0
90 kN m
137.5 kN
(b)
C
V₁ = 42 kN
6 kN
78 kN-mi
3 m
94.5 kN-m
d
H₂=6 kN
(a)
12 kN/m
6 m
30 kN
b.
12 kN/m
V₂ = 30 kN
4.5 kN-m
d
94.5 kN-m
4 m
40.6 kN m
2.84 m
90 kN-m
78 kN-m
1. Develop the required equation/solution for every given
answer.
a. Shear and moment at the left of c.
b. Shear and moment at the right of c.
c. Shear at e.
d. Shear and moment at point c.
e. Shear and moment at point a.
f. Maximum moment at span de
g. Draw the shear and moment diagram of span de.

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