# Structural Analysis Scenario ObjectiveProfessional Writing

Pages: 6 (1618 words)  ·  Bibliography Sources: 5  ·  File: .docx  ·  Level: College Senior  ·  Topic: Engineering

Structural Analysis

Scenario

Objective of this project is to design an internal working structure a-B-C-D-E-F to support extractor fans as well as other equipment. The structure inside the building is a brickwork at 10 miles south of Derbyshire and Derbyshire. The proposed design is to extend beam AB and CD into the substantial bricks walls at a and D. Moreover, the BE and CF are to be located by pins at ground level. The arrangement as well as associated loading is to be repeated at 10 m intervals indicated within the plan view. (Lightfoot, 1961).

The project constructs a moment distribution table and determines the moments at the joints to an acceptable level of accuracy.

Moment Distribution Table

for \$19.77
Moment distribution is an interactive method to solve an indeterminate structure. Moment distribution is also a mechanical process to deal with statically intermediary structure by the successive approximation within the moments in the structure. Typically, the moment distribution is a preferred calculation to reinforce a concrete structure. (Volokh, 2002). To prepare the moment distribution table for this project, it is critical to analyze every joint of the structure to develop the fix-end moments. Analysis of the fixed-end moment of the project reveals that the fixed-end joints are not equilibrium. The goal of the project is to ensure that the fixed-end moments are released and the accuracy and equilibrium are achieved. Thus, the moment distribution method is a process of solving the set of simultaneous equation using the iteration technique to arrive at the acceptable level of accuracy of the structure. To apply moment distribution to make the joints to arrive at an acceptable level accuracy, the paper constructs Moment Distribution Table as being revealed in Table 1:

Table 1: Moment Distribution Table

I

L (m)

k=I/L

D

LL

self w_u

## Professional Writing on Structural Analysis Scenario Objective of This Project Assignment

carry over

3309,519

3062,208

1880,912

947,9519

7885,906

11179,54

12314,61

13410,36

6161,137

-0,5

0

0

balance

-3309,52

0

-2965,87

-1131,55

-3246,98

-7007,72

-14858,6

-12862,5

-10781,3

-3696,38

0,275671

0

carry over

0

-1482,94

-565,773

-1623,49

-3503,86

-7429,31

-6431,24

-5390,67

-1848,19

0,137836

0

0

balance

0

0

1229,225

875,7058

1884,615

4018,607

8765,949

5910,958

3987,674

1108,832

-0,07599

0

0

carry over

614,6127

437,8529

942,3074

2009,303

4382,974

2955,479

1993,837

554,4159

-0,038

0

0

0

balance

-614,613

0

-828,096

-1180,64

-2349,55

-2697,33

-3130,14

-1274,13

-305,39

0,022798

0

0

0

carry over

218,9264

471,1537

1004,652

2191,487

1477,739

996,9184

277,208

-0,019

0

0

0

0

balance

-218,926

0

-885,483

-1278,46

-1348,67

-909,588

-805,807

-138,594

0,010466

0

0

0

0

carry over

-442,742

-639,228

-674,333

-454,794

-402,903

-69,2972

0,005233

0

0

0

0

0

balance

442,7416

0

788,1363

451,6507

315,2563

173,5627

43,82296

-0,00262

0

0

0

0

0

carry over

394,0681

225,8253

157,6282

86,78133

21,91148

-0,00131

0

0

0

0

0

0

balance

-394,068

0

-230,072

-97,7638

-39,9513

-8,05333

0,000827

0

0

0

0

0

0

carry over

-1150,36

-488,819

-199,756

-40,2666

0,004137

0

0

0

0

0

0

0

balance

1150,361

0

413,1452

96,00917

14,79893

-0,00152

0

0

0

0

0

0

0

carry over

206,5726

48,00458

7,399466

-0,00076

0

0

0

0

0

0

0

0

balance

-206,573

0

-33,2424

-2,95948

0,000279

0

0

0

0

0

0

0

0

SUM

3535,136

-3535,14

5330,502

-3080,4

-3431,77

6508,857

18692,22

-2205,93

1664,013

-889,46

-13725,1

0,275671

0

Based on the moment distribution table, the paper presents bending moment diagram in the next section.

Bending Moment Diagram

A Bending Moment Diagram (BMD) is an analytical tool used in conjunction with structural… [END OF PREVIEW] . . . READ MORE

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