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Structural Analysis

6th Edition
KASSIMALI + 1 other
Publisher: Cengage,
ISBN: 9781337630931

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Section
BuyFindarrow_forward

Structural Analysis

6th Edition
KASSIMALI + 1 other
Publisher: Cengage,
ISBN: 9781337630931
Chapter 8, Problem 49P
Textbook Problem
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Draw the influence lines for the forces in the members identified by an “×” of the trusses shown in Figs. P8.45–P8.52. Live loads are transmitted to the bottom chords of the trusses.

Chapter 8, Problem 49P, Draw the influence lines for the forces in the members identified by an  of the trusses shown in

FIG. P8.49

To determine

Draw the influence lines for the force in member DE, CG, GH and BC.

Explanation of Solution

Calculation:

Influence line for the force in member DE.

Find the influence ordinate for the force in member DE at E.

The influence line for the force in member DE is determined by place a 1 k load at E.

Find the force in the member DE

The expressions for the member force FDE can be determined by passing an imaginary section aa through the members EI and DE and then apply a moment equilibrium at I.

Refer Figure 1.

Apply a 1 k load at I.

Apply moment equilibrium equation at I.

ΣMI=0

Take moment at I from E.

Consider clockwise moment as positive and counterclockwise moment as negative.

FDE(15)+1(10)=015FDE=10FDE=0.667k

Similarly find the force in member DE and summarize the value in Table 1.

x (ft)Apply 1 k loadInfluence line ordinate for the force in member DE (k/k)
0E‑0.667
20D0
40C0
60B0
80A0

Sketch the influence line diagram for ordinate for the force in member DE using Table 2 as shown in Figure 2.

Influence line for the force in member CG.

Find the force in member CG.

The expressions for the member force FBC can be determined by passing an imaginary section aa through the members GH, CG, and BC and then apply a moment equilibrium at G.

Draw the free body diagram as shown in Figure 3.

Refer Figure 3.

Apply a 1 k load just the left of G (0x30ft).

Apply force equilibrium along vertical in the right hand section.

ΣFy=0

Consider upward force as positive and downward force is negative.

FCG(313)+Dy=0FCG=133Dy

Apply a 1 k load just the right of G (30ftx80ft).

Apply force equilibrium along vertical in the left hand section.

ΣFy=0

Consider upward force as positive and downward force is negative.

FCG(313)+Ay=0FCG=133Ay

The equation of force in the member CG,

FCG=133Dy, 0x30ft (1)

FCG=133Ay, 30ftx80ft (2)

Find the force in member CG using the Equation (1), and (2), and summarize the value in Table 2.

x (ft)Apply 1 k loadSupport reaction (Ay) at A (k)Support reaction (Dy) at D (k)Influence line ordinate for the force in member CD (k/k)
0A100
20B2313133Dy=133(13)=0.401
40C1323133Ay=133(13)=0.401
60D010
80E13431133Ay=133(13)=0.401

Sketch the influence line diagram for ordinate for the force in member CG using Table 2 as shown in Figure 4.

Influence line for the force in member GH.

Refer Figure 3.

Apply a 1 k load just the left of C (0x40ft).

Apply moment equilibrium equation at C.

ΣMC=0

Take moment at C from E.

Consider clockwise moment as negative and counterclockwise moment as positive.

Dy(20)+FGH(15)=015FGH=20DyFGH=43Dy

Apply a 1 k load just the right of C (40ftx80ft)

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Chapter 8 Solutions

Structural Analysis
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