Problem: A fixed-ended beam is to be designed with steel reinforcement on the tension side only (Use Maximum positive Mo

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Problem: A fixed-ended beam is to be designed with steel reinforcement on the tension side only (Use Maximum positive Mo

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Problem A Fixed Ended Beam Is To Be Designed With Steel Reinforcement On The Tension Side Only Use Maximum Positive Mo 1
Problem A Fixed Ended Beam Is To Be Designed With Steel Reinforcement On The Tension Side Only Use Maximum Positive Mo 1 (47.22 KiB) Viewed 18 times
Problem A Fixed Ended Beam Is To Be Designed With Steel Reinforcement On The Tension Side Only Use Maximum Positive Mo 2
Problem A Fixed Ended Beam Is To Be Designed With Steel Reinforcement On The Tension Side Only Use Maximum Positive Mo 2 (47.22 KiB) Viewed 18 times
specifications:
fy = 276 MPa
f'c = 28 MPa
MRSB = 25 mm
Stirrups = 12 mm
note: Dimensions of the beam must be rounded off to multiples of 10mm
Problem: A fixed-ended beam is to be designed with steel reinforcement on the tension side only (Use Maximum positive Moment). The beam, 5 meters long, supports a super-imposed dead load of 20kN/m and an occupancy load of 30kN/m. For simplification, the initial ratio of breadth-to-effective depth must be 0.75 (before rounding-off). Design the beam in using the following specifications:
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