Due to architectural considerations, the cross-section of a reinforced concrete beam is limited to a width of 300mm and effective depth of 450mm. Compression reinforcement, if needed shall be placed under a total covering of 70mm. If beam carries a design bending moment of 410kN-m, determine the following if fc’=21MPa and fy=276 MPa. The max. steel ratio required for tension. The steel area required for tension. The depth of compression block. The steel area required for compression.
Due to architectural considerations, the cross-section of a reinforced concrete beam is limited to a width of 300mm and effective depth of 450mm. Compression reinforcement, if needed shall be placed under a total covering of 70mm. If beam carries a design bending moment of 410kN-m, determine the following if fc’=21MPa and fy=276 MPa. The max. steel ratio required for tension. The steel area required for tension. The depth of compression block. The steel area required for compression.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 16: Due to architectural considerations, the cross-section of a reinforced concrete beam is limited to a width of 300mm and effective depth of 450mm. Compression reinforcement, if needed shall be placed under a total covering of 70mm. If beam carries a design bending moment of 410kN-m, determine the following if fc’=21MPa and fy=276 MPa.
- The max. steel ratio required for tension.
- The steel area required for tension.
- The depth of compression block.
- The steel area required for compression.
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