In the context of beam shear, given the beam size, various loading, concrete and steelstrengths, span length and support conditions, design shear steel reinforcement for thebeam (in light of ACI Code provisions for rebar spacing, rebar placement, rebar sizing,clear cover, etc.). The design may be needed along the whole beam span (where youhave to show various stirrup spacing schedules, or just at one particular location on thespan.

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Answered: In the context of beam shear, given the…

Architectural Drafting and Design (MindTap Course List)

7th Edition

ISBN:9781285165738

Author:Alan Jefferis, David A. Madsen, David P. Madsen

Publisher:Alan Jefferis, David A. Madsen, David P. Madsen

Chapter28: Structural Components Of Framed Construction

Section: Chapter Questions

Problem 28.3Q

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+ „blackboard.com/ultra/courses/_96287_1/cl/outline Question Completion Status: 4 8 9 10 A two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-020 mm 5-Ø20 mm BOTTOM BARS 3-020 mm 2-020 mm Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar = 415 MPa Stirrup fy = 275 MPa %3D 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) kN m (nearest whole Design Moment strength of section at midspan for positive bending = 32°C Light rain ^ O O G ) ENG 1:42 pm ロ

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.
c) What are limitation in Etabs ? Please answer the question according to your practice course d) What the differences between the options: Modeling, Analysis, Design and Detailing? e) How to define your beams columns ? please explain it briefly
As a design engineer you are asked to peer review the design done by another engineer at your organization. A typical reinforced concrete floor slab plan is given. Assume all members to be simply supported. The specified compressive strength of concrete is 5000 psi and Grade-60 steel is used. Unit weight of concrete can be assumed as 150 lb/ft³. B 30'-0"- B2 -EQ.- EQ. -EQ. SEC 1 -40'-0" IS B1 B3 B3 B1 2 The only dead load acting on the slab is the self-weight of the members. The live load on the slab is 100 psf. Initial cross-section and reinforcement details of beam B1 is shown. Area of steel is 4.8in². EQ. 40'-0" B EQ. North
Q#1: Differentiate between the following: One way beam supported Slab & One way Joist Slab Subject: RCD 2
Designers typically specify longitudinal reinforcement on all four sides of a square column cross section for which of the following reasons? Check all that apply. Bending moments can act about two section axes, not just one O There is less chance for steel placement mistakes during construction There is additional axial strength compared to a design with longitudinal steel on only two sides
Design B1, B2, B3, G1, G2, S1, and S2 of the floor framing plan shown, Given with factored loads, the concretes compressive strength is 20.7 MPa, the reinforcing bars yield strength is 276 MPa, beam dimension are 250mm x 500mm, diameter of deck and web reinforcement bars = 12mm. DESIGN THE SHEAR AND SLAB REINFORCEMENT ONLY
37 A simply supported beam 300 mm wide, 500 mm deep and spans 5.5 m supports a service super imposed dead load of 8 kN/m and service live load of 7 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.
Designers typically specify longitudinal reinforcement on all four sides of a square column cross section for which of the following reasons? Check all that apply. a. Bending moments can act about two section axes, not just one b.There is less chance for steel placement mistakes during construction c. There is additional axial strength compared to a design with longitudinal steel on only two sides
As 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
THIS IS NOT A GRADED ACTIVITY. THIS IS JUST A REVIEWER FOR MY TRUSS DESIGN. THANK YOU SO MUCH!
Standard precast concrete beam and girder shapes. The heavier bars near the tops of the beams are mild steel reinforcing, and the smaller strands near the bottom are high-strength prestressing. Mild steel stirrups are also shown. Stirrups usually project above the top of the beam, as shown, to bond to a sitecast concrete topping, creating composite structural action. AASHTO (American Association of State Highway and Transportation Officials) beams were designed originally as efficient shapes for bridge structures. They have also found occasional use in parking garage structures or other utilitarian RECTANGULAR L-SHAPED INVERTED TEE AASHTO BEAM building types. ВЕAM ВЕAM BEAM య

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