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6th Edition

KASSIMALI + 1 other

Publisher: Cengage,

ISBN: 9781337630931

Chapter 16, Problem 7P

Textbook Problem

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Solve Problem 16.4 for the loading shown in Fig. Pl6.4 and the support settlements of 1 in. at *B* and
*C*.

FIG. P16.4, P16.7

To determine

Find the reaction and plot the shear and bending moment diagram.

Fixed end moment:

Formula to calculate the relative stiffness for fixed support

Formula to calculate the fixed moment for point load with equal length are

Formula to calculate the fixed moment for point load with unequal length are

Formula to calculate the fixed moment for UDL is

Calculation:

Consider the flexural rigidity *EI* of the beam is constant.

Show the free body diagram of the entire beam as in Figure 1.

Refer Figure 1,

Calculate the relative stiffness *AB* of the beam as below:

Calculate the relative stiffness *BC* of the beam as below:

In the above beam, only joint B is free to rotate. Hence, calculate the distribution factor at joint C.

Calculate the distribution factor *AB* of the beam.

Substitute

Calculate the distribution factor *BC* of the beam.

Substitute

Check for sum of distribution factor as below:

Substitute 0.471 for

Hence, OK.

Calculate the fixed end moment for *AB*.

Calculate the fixed end moment for *BA*.

Calculate the fixed end moment for *BC*.

Calculate the fixed end moment for *CB*.

Show the calculation of final moments using moment distribution method as in Table 1.

Show the section free body diagram of the member *AB* and *BC* as in Figure 2.

Consider the member *AB* of the beam:

Calculate the vertical reaction at the left end of the joint *B* by taking moment about point *A*.

Calculate the horizontal reaction at point *A* by resolving the horizontal equilibrium.

Calculate the vertical reaction at point *A* by resolving the vertical equilibrium.

Structural Analysis

Show all chapter solutions

Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Solve Problem 16.2 for the loading shown in Fig....Ch. 16 - Solve Problem 16.4 for the loading shown in Fig....Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - Determine the reactions and draw the shear and...Ch. 16 - 16.8 through 16.14 Determine the reactions and...

Ch. 16 - 16.8 through 16.14 Determine the reactions and...Ch. 16 - 16.8 through 16.14 Determine the reactions and...Ch. 16 - 16.8 through 16.14 Determine the reactions and...Ch. 16 - 16.8 through 16.14 Determine the reactions and...Ch. 16 - Solve Problem 16.9 for the loading shown in Fig....Ch. 16 - Solve Problem 16.12 for the loading shown in Fig....Ch. 16 - 16.17 through 16.20 Determine the member end...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Solve Problem 16.17 for the loading shown in Fig....Ch. 16 - Solve Problem 16.18 for the loading shown in Fig....Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - 16.24 through 16.31 Determine the member end...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - Determine the member end moments and reactions for...Ch. 16 - 16.24 through 16.31 Determine the member end...Ch. 16 - 16.24 through 16.31 Determine the member end...

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