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A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m?
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A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m...
Analysis of Support Moments for Continuous Beam ABC
Span AB
- Length: 4m
- Uniformly distributed load: 6 kN/m
- Support at end A
Calculating Support Moment at A (Mab)
- Mab = 0 (since end A is simply supported)
- The support moment at A is zero because there is no external moment acting at the support due to the distributed load on span AB.
Span BC
- Length: 6m
- Uniformly distributed load: 10 kN/m
- Support at end C
Calculating Support Moment at C (Mba)
- Mba = 31.8 kN-m
- To calculate the support moment at C, we need to consider the moments due to the distributed load on span BC.
- The total load on span BC is 10 kN/m * 6m = 60 kN
- The centroid of the load is at a distance of 3m from end C
- The support moment at C can be calculated using the moment equation: Mba = 60 kN * 3m = 180 kN-m = 31.8 kN-m
In conclusion, the support moment at end A (Mab) of span AB is zero, while the support moment at end C (Mba) of span BC is calculated to be 31.8 kN-m. These values are important in analyzing the behavior of the continuous beam ABC under the given loading conditions.
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A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m?
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A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m?.
A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A continuous beam ABC consists of spans AB and BC of lengths 4m and 6m respectively. The span AB carries a uniformly distributed load of 6 kN/m while the span BC carries a uniformly distributed load of 10kN/m. The ends A and C are simply supported. The support moments are ANS (A) Mab =0, Mba =+31-8 kN-m?.
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