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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- For a specific beam cross-section, the required reinforcement is analyzed as and psi. State your selection of the rebars in terms of the bar size, the number of bars, and the grade. No unique answer, just discuss your thoughts logically and concisely.Q#1: Differentiate between the following: a) One way beam supported Slab & One way Joist Slab b) Two way beam supported Slab & Flat Slab Structural SystemsAs a consultant, explain the required steps to give approval for casting the beam regarding to the following items:(i) framework(ii) main steel reinforcement(iii) secondary steel reinforcement
- Q#1: Differentiate between the following: One way beam supported Slab & One way Joist Slab Subject: RCD 2Write 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 two span beam subjected to shear and flexure only is reinforced as follows: @ FACE OF SUPPORTS SECTION TOP BARS BOTTOM BARS @ MIDSPAN 2-020 mm 5-020 mm 3-020 mm 2-020 mm Given: Stirrup diameter, de = 10 mm Concrete fe = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b xh= 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending = kN-m (nearest whole number)
- What are the different types of loads occurs in a building frames?What are the classification of reinforcement bar support? Give and describe 10 examples for each classification.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?
- 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 mmQuestion 114 What is the minimum area of tension reinforcement in beams when Fe 415 is used?If you are the designer in this case, when the beam is an indeterminate structure, would you recommend plastic design?