Q5) The interior continuous beam shown in Fig. (5) has been designed to carry an ultimate load of 86 m. The flexural design has been based on ACI moment coefficients at the face of support and midspar resulting in a concrete section with b = 350 mm and d = 635 mm. Positive bars consist of 5#25 bars in two layers, which will be cut off in 2# 25. Specify the exact point of cutoff for positive steel and sketch your results. transverse reinforcement according to ACI-code requirements. (13 points) 0.4 3#25 2#25. 6 m Fig. (5)
Q5) The interior continuous beam shown in Fig. (5) has been designed to carry an ultimate load of 86 m. The flexural design has been based on ACI moment coefficients at the face of support and midspar resulting in a concrete section with b = 350 mm and d = 635 mm. Positive bars consist of 5#25 bars in two layers, which will be cut off in 2# 25. Specify the exact point of cutoff for positive steel and sketch your results. transverse reinforcement according to ACI-code requirements. (13 points) 0.4 3#25 2#25. 6 m Fig. (5)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q5) The interior continuous beam shown in Fig. (5) has been designed to carry an ultimate load of 86 m.
The flexural design has been based on ACI moment coefficients at the face of support and midspar resulting
in a concrete section with b = 350 mm and d = 635 mm. Positive bars consist of 5#25 bars in two layers,
which will be cut off in 2# 25. Specify the exact point of cutoff for positive steel and sketch your results.
transverse reinforcement according to ACI-code requirements.
(13 points)
0.4
3#25
2#25.
6 m
Fig. (5)
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