【Joint Study*】【Civil Engineering Version 20160102】
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Participation reward: 2 Wealth. Reward for correct answer: 9 wealth. Under a uniformly distributed load, the characteristic of the bending moment distribution in a continuous beam is ( ). A. Positive bending moment at the mid-span, negative bending moment at the supports B. Positive bending moment at the mid-span, zero bending moment at the supports C. Negative bending moment at the mid-span, positive bending moment at the supports D. Negative bending moment at the mid-span, zero bending moment at the supports Answer: A. Positive bending moment at the mid-span, negative bending moment at the supports
Under a uniformly distributed load, the characteristic of the bending moment distribution in a continuous beam is (A. positive bending moment at the mid-span, negative bending moment at the supports).
A. Positive bending moment at the mid-span, negative bending moment at the supports
Under a uniformly distributed load, the characteristic of the bending moment distribution in a continuous beam is (A). A. Positive bending moment at the mid-span, negative bending moment at the supports B. Positive bending moment at the mid-span, zero bending moment at the supports C. Negative bending moment at the mid-span, positive bending moment at the supports D. Negative bending moment at the mid-span, zero bending moment at the supports
Under a uniformly distributed load, the characteristic of the bending moment distribution in a continuous beam is (A). A. Positive bending moment at the mid-span, negative bending moment at the supports B. Positive bending moment at the mid-span, zero bending moment at the supports C. Negative bending moment at the mid-span, positive bending moment at the supports D. Negative bending moment at the mid-span, zero bending moment at the supports
Under a uniformly distributed load, the characteristic of the bending moment distribution in a continuous beam is (A). A. Positive bending moment at the mid-span, negative bending moment at the supports B. Positive bending moment at the mid-span, zero bending moment at the supports C. Negative bending moment at the mid-span, positive bending moment at the supports D. Negative bending moment at the mid-span, zero bending moment at the supports
A. Positive bending moment at the mid-span, negative bending moment at the supports
A. Positive bending moment at the mid-span, negative bending moment at the supports
A. Positive bending moment at the mid-span, negative bending moment at the supports