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Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

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P7.35 (a)

wx ( ) =−5kN −

x − 0 m + 20kNm ⋅ x − 3m

+ 5kN

x − 6 m + 10kNm ⋅ x − 6m

(b)

V( x) =−5kN x − 0 m + 20kNm ⋅ x − 3m

+ 5kN x − 6 m + 10kNm ⋅ x − 6m

836

1 −2

1 −2

0 −1

0 −1

1 0

Mx ( ) =−5kN x − 0 m + 20kNm ⋅ x − 3m

+ 5kN x − 6 m + 10kNm ⋅ x − 6m

1 0

P7.37 (a)

wx ( ) = 83 kN

x − 0m − 25 kN/m x − 0m

+ 25 kN/m x − 4m − 32 kN x − 6m

+ 49 kN

−1

x −8m

1 0

0 −1

(b)

V( x) = 83 kN

0

x − 0m − 25 kN/m

1

x − 0m

+ 25 kN/m x − 4m − 32 kN x − 6m

+ 49 kN

0

x −8m

1 0

1 25 kN/m

2

Mx ( ) = 83 kN x − 0m − x − 0m

2

25 kN/m

+ x − 4m − 32 kN x − 6m

2

1

+ 49 kN x −8m

2 1

P7.39 (a)

wx ( ) = 14,400 lb x − 0ft −158,400 lb⋅ft x − 0ft

−800 lb⋅ft 0

x − 0ft + 800 lb/ft

0

x − 12ft

−800 lb/ft

0

x − 18ft + 800 lb/ft

0

x − 24ft

1 −2

(b)

V( x) = 14,400 lb x − 0ft −158,400 lb⋅ft x − 0ft

−800 lb⋅ft 1

x − 0ft + 800 lb/ft

1

x − 12ft

−800 lb/ft

1

x − 18ft + 800 lb/ft

1

x − 24ft

0 −1

1 0

Mx ( ) = 14,400 lb x − 0ft −158,400 lb⋅ft x − 0ft

P7.41 (a)

800 lb⋅ft

800 lb/ft

− x − 0ft +

2

2

x − 12 ft

800 lb/ft

800 lb/ft

− x − 18 ft +

2

2

x − 24 ft

2 2

2 2

−1 0

wx ( ) = 57.27 kips x − 0ft − 6 kips/ft x − 0 ft

−1 0

+ 110.73 kips x − 22 ft + 6kips/ft x − 22 ft

9kips/ft

1 9kips/ft

1

− x − 22 ft + x − 30 ft

8ft

8ft

0

+ 9kips/ft x − 30 ft

(b)

V( x) = 57.27 kips x − 0ft − 6 kips/ft x − 0 ft

0 1

0 1

+ 110.73 kips x − 22 ft + 6kips/ft x − 22 ft

9kips/ft

2 9kips/ft

2

− x − 22 ft + x − 30 ft

2(8ft)

2(8ft)

+ 9kips/ft x − 30 ft

1 6kips/ft

2

Mx ( ) = 57.27 kips x − 0ft − x − 0ft

2

6kips/ft

+ 110.73 kips x − 22 ft + x − 22 ft

2

9kips/ft

3 9kips/ft

3

− x − 22 ft + x − 30 ft

6(8 ft)

6(8 ft)

9kips/ft

2

+ x − 30 ft

2

(c)

1

1 2

P7.43 (a)

wx ( ) =−9kNm ⋅

−2 x − 0m + 21 kN

−1

x −1m

18 kN/m

−18 kN/m x − 1m + x −1m

3m

18 kN/m

1 −1

− x − 4m + 6kN x − 4 m

3m

(b)

V( x) =−9kNm ⋅

−1 x − 0m + 21 kN

0

x −1m

18 kN/m

−18 kN/m x − 1m + x −1m

2(3 m)

18 kN/m

2 0

− x − 4m + 6kN x − 4 m

2(3 m)

0 1

1 2

0 1

Mx ( ) =−9kNm ⋅ x − 0m + 21 kN x −1m

18 kN/m

18 kN/m

− x − 1m + x −1m

2

6(3 m)

18 kN/m

3 1

− x − 4m + 6kN x − 4 m

6(3 m)

2 3

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