Calculate the design strength of the middle beam. The section is a simple span of 8m. fc' 24 MPa and fy = 325 MPa. It is a monolithic slab with supporting beams. Center %3D to center spacing between beams are 1.5 m. Dimensions: Flange thickness is 75mm; web width is 400mm; top to bottom height of 650mm. SITUATION I: Reinforced 7 - 28mm diameter in two layers with bottom layer with 5 steel bar to the edge of concrete is 70mm at the center, and bottom layer to the top layer is 65mm at the center. SITUATION II: Reinforced 12 - 28mm diameter in three layers with bottom layer with 5 steel bar to the edge of concrete is 70mm at the center, bottom layer to middle layer with 5 steel bars is 65mm at the center and bottom layer to the top layer with two bars is 60mm at the center. Solve for the following 1. Effective flange width 2. Analysis procedures 3. Check if the section adheres with the code by steel ratio 4. Check if the section adheres with the code by strain limit 5. Moment Capacity of the beam
Calculate the design strength of the middle beam. The section is a simple span of 8m. fc' 24 MPa and fy = 325 MPa. It is a monolithic slab with supporting beams. Center %3D to center spacing between beams are 1.5 m. Dimensions: Flange thickness is 75mm; web width is 400mm; top to bottom height of 650mm. SITUATION I: Reinforced 7 - 28mm diameter in two layers with bottom layer with 5 steel bar to the edge of concrete is 70mm at the center, and bottom layer to the top layer is 65mm at the center. SITUATION II: Reinforced 12 - 28mm diameter in three layers with bottom layer with 5 steel bar to the edge of concrete is 70mm at the center, bottom layer to middle layer with 5 steel bars is 65mm at the center and bottom layer to the top layer with two bars is 60mm at the center. Solve for the following 1. Effective flange width 2. Analysis procedures 3. Check if the section adheres with the code by steel ratio 4. Check if the section adheres with the code by strain limit 5. Moment Capacity of the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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