In the context of beam shear, given the beam size, stirrup details, concrete and steel strengths, various loads and support conditions, predict the maximum span length that the beam may support (and show the building code live load provision applicability).
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Conceptual question for shear design in reinforced concrete
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- Compute the design strength of a doubly reinforced beam given the following data: Beam width: 420 mm Effective depth: 590 mm As: 6-28 mm dia. bars As’: 3-20 mm dia. bars Steel yield strength: 345 MPa Concrete strength: 20.7 MPa Clear cover of top bars up to main compressive reinforcement: 50 mmWrite short notes on the following Distinguish between tied, spiral and composite columns What is the effective width of a T beam? What does it represent?A simply supported beam 300 mm wide, 500 mm deep and spans 5.8 m supports a service super imposed dead load of 6 kN/m and service live load of 8 kN/m. Concrete strength f’c = 21 MPa and steel yield strength fy = 415 MPa. Concrete cover to bar centroid is 70 mm. Determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP 2015. Write your final answer to the nearest whole number.
- Solve and show your solutions/illustrations for the following problem: Compute the flexural strength of a singly reinforced beam, 200 mm in width and 400 mm in total depth. The compressive strength of concrete is fc' = 21 MPa and the yield strength of steel is fy = 275 MPa. Determine also the safe live load for a simple span of 6 m. a. As = 2 - 16 mm b. As = 4 - 16 mm c. As = 6 - 16 mm d. As = 8 - 16 mmWhat are the classification of reinforcement bar support? Give and describe 10 examples for each classification.Topic: Flexural Analysis of Beam
- If the soil-bearing pressure is 1500 psf and the concrete has a strength of 2500 psi, what size pier is needed to support a load of 4600 lb?Question 38 A simply supported beam 300 mm wide, 500 mm deep and spans 5 m supports a service super imposed dead load of 6 kN/m and service live load of 9 kN/m. Concrete strength f’c = 21 MPa and steel yield strength fy = 415 MPa. Concrete cover to bar centroid is 70 mm. Determine the required amount of tensile reinforcement in mm^2 as per provisions of NSCP 2015. Write your final answer to the nearest whole number.a t-beam has the following properties; bf = 820mm, bw = 250mm, d = 470mm and tf = 100mm. Concrete compressive strength is 20.70 MPa and the steel yield strength is 414 MPa. Determine the number of bars need if MDL = 150 kN-m and MLL = 120 kN-m. Use 25 mm bar. What is the steel area needed?
- under the following boundary conditions (x = 0, y = 0); (x = L, y = yMax). what kind of beam is this?If you are the designer in this case, when the beam is an indeterminate structure, would you recommend plastic design?Need answer immediately. will rate asap. thank you! a 6-m long restrained beam is carrying an ultimate load of 98 kN per meter throughout the span. The beam section is 250mm wide and 550mm deep. The beam will use concrete whose strength is 20.7 Mpa and steel reinforcement whose yield strength is 280 MPa. The concrete cover to be used is 50 mm as it is exposed to weather. The main reinforcement to be used is 28 mm in diameter, while the shear reinforcement is 10mm in diameter. Using ultimate strength design and one layer of reinforcement, 1. determine the number of main reinforcements at the midspan in tension2. determine the maximum moment that the analysis is classified as singly reinforced.