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Question 3I

Question textIdentify the correct bending moment diagram for the load case shown. Ignore

self-weight. The bending moment should be drawn on the tension side.

Select one:a.

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b.

c.

d.

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Question 8

Question textChoose the correct bending moment diagram. Ignore self-weight.The bending moment should be drawn on the tension side.

Select one:a.

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b.

c.

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d.

Question 9

Question textWhat is the maximum bending moment in this structure? Ignoreself-weight.

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Select one:a. 22.5 kNm

c. 45 kNmd. 40 kNm

Question 12

Question textThe frame below has Mp everywhere. If the critical plastic collapsemechanism is as shown, what is the minimum required Mp (ignoringany instability effects)?

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Select one:a. 35.0 kNmb. 46.7 kNmc. 23.3 kNmd. 93.3 kNm

Question 14

Question textWhat is the horizontal reaction at each end of the following cable?

And what is the maximum dip d?

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Select one:

a. H = 32 kN, d = 3.5 mb. H =28 kN, d = 3 m

d. H = 36 kN, d = 4 m