Problem 2. The indeterminate frame below is loaded with gravity loads as shown. Using Moment Distribution Method, compute for the internal moments and moment reaction occurring on the structure due to the applied loads. Show your complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments and total joint moment for each member. Neglect effects of side-sway in the calculation. Use up to Bals. In the Form input your answer to the following questions. a. Relative stiffness of member BC. kec b. Distribution factor at joint A of girder AB. DFAB c. Fixed end moment at joint D of girder DE in kN-m. FEMDE d. Moment at joint E of column EH in kN-m. MEH e. Moment at joint B of girder BC in kN-m. MBC

Problem 2. The indeterminate frame below is loaded with gravity loads as shown. Using Moment Distribution Method, compute for the internal moments and moment reaction occurring on the structure due to the applied loads. Show your complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments and total joint moment for each member. Neglect effects of side-sway in the calculation. Use up to Bals. In the Form input your answer to the following questions. a. Relative stiffness of member BC. kec b. Distribution factor at joint A of girder AB. DFAB c. Fixed end moment at joint D of girder DE in kN-m. FEMDE d. Moment at joint E of column EH in kN-m. MEH e. Moment at joint B of girder BC in kN-m. MBC

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

Open Channel Flow

Open channel flow is a branch of fluid mechanics. It deals with the flow of fluid in an open conduit or free surface. In an open channel flow, gravity induces the flow of water whose surface is open to the air. This flow is free-falling rather than confined in rigid body conduits. The open channel flow depends upon two parameters that are the cross-section of the conduit and the velocity profile. Practical examples of open channel flow are streams, rivers, canals, and other drainage systems.In open channel flow, the cross-sectional area of at least one of the sides is exposed to air, and the surface of water faces atmospheric pressure. This flow is also known as free gravity flow. The cross-sectional area of the conduit can be either man-made or a natural channel. For instance, the flow in rivers and streams are natural conduits, and the flow in a canal and sanitary systems are man-made or engineered channels.

Question

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TAKE YOUR TIME ANSWERING

GIVEN

a.10 (kN/m)

b.13.8 (kN)

c. 3.1 (m)

d. 3.6 (m)

e. 7 (m)

Complete solution
answer all

Problem 2. The indeterminate frame below is loaded with gravity loads as shown. Using Moment
Distribution Method, compute for the internal moments and moment reaction occurring on the structure
due to the applied loads. Show your complete solution from the computation of distribution factor, fixed
end moments, balancing, unbalanced moments and total joint moment for each member. Neglect effects
of side-sway in the calculation. Use up to Bals.
In the Form input your answer to the following questions.
a. Relative stiffness of member BC. kec
b. Distribution factor at joint A of girder AB. DFAB
c. Fixed end moment at joint D of girder DE in kN-m. FEMDE
d. Moment at joint E of column EH in kN-m. MEH
e. Moment at joint B of girder BC in kN-m. MBC

а KN/m
b KN
2.4 m
A
21
В
31
41
31
51
b KN
3.6 m
а KN/m
21
31
F
|41
31
51
G
H
e m
e m
d m
c m

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