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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- Two designs for a beam are to be considered. Determined which one will support the loading shown below without exceeding the allowable bending stress of 250 MPa in tension and compression and the allowable shear stress of 145 MPa? Your final answer should be section A, section B, either section, or neither section.Design a rectangular section for the beam using the loads and a steel ratio of half the rho balanced. Beam weights are not included in the loads given. Show sketches of cross sections including bar sizes, arrangements, and spacing. Assume concrete weighs 23.5 kN/m3, fy = 420 MPa, and f’c = 28 MPa.Design rectangular sections for the beams, loads and ρ values shown in the accompanying illustrations. Beam weights are not included in the loads given. Show sketches of cross sections- including bar sizes, arrangement, and spacing. Assume concrete weights 23.5 kN/m3, fy= 420 MPa, and f’c = 28 MPa
- NEED ASAP. BOX the final answer Structural steel buildings frequently are designed with diagonal bracing systems to resist lateral loads (horizontal forces resulting from wind or earthquake loadings). A certain bracing system is subjected to the following loads: dead load = 13.3 kips, occupancy live load = 6.9 kips, roof live load = 1.3 kips, snow load = 1.3 kips, wind load = 150.6 kips, and earthquake load = 161.1 kips. 1. Determine the required nominal strength using the LRFD approach.What are the available shear design equations for fiber reinforced concrete beams in the literature?How to compute for the live-load of a wood girder given its density and allowable stress in floor framing?