In the context of beam shear, given the beam size, steel details, concrete and steel strengths, various loads and support conditions, predict the maximum design shear capacity of the beam. Determine if the beam is over-designed, under-designed or properly designed. If over or under-designed, devise ways to make the design acceptable.
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- Please help, I promise to give good feedback. Please do not just guess. Thank you!Describe the concept of Shearing Strength.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
- Problem II. The fabricated steel members are being assembled into a truss on-site in the municipality of Alfonso, Cavite. The assembly started at the elevated ground at both sides and is to meet at the midspan. Nearing to the end of construction, it was found that the last member, CD, was fabricated too short by A mm (see the given table in MS teams). The engineer then came up with an idea of applying a force P at joints C and D as shown to close the gap. c' 3 m B E -3 m- -3 m 3 m Use E = 200 GPa and cross-sectional area of members BC, DE, CD cach 4500 mm while AC and DF being 6363.961 mm? a) Determine the necessary force, P, to close the gap in kN. b) If force P will then be removed after being assembled, calculate the force in CD in kN. Prob 2 (A in mm) NOTE: 6.300A 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)Please provide neat drawings of strains and stresses and show clearly all calculations.
- List three common categories of stress that must be known before a beam size can be determined.+ „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Q4/ Complete the following statements as appropriate a- The amount of steel reinforcement is calculated according to the following formula b- The approximate estimation is c- Duration of maintenance is d- Electrical work calculate in e- The form area for the beam equal
- ASAP Hi! Can you help me with this problem? I'm having trouble answering this, I will give thumbs up for your answer. Thank you!Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc-50mm, stirrups-10mm, fc'-21Mpa and fy-415Mpa. Calculate the following. 18. Calculate the strain of the steel reinforcementA two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-16 mm diameters 5-16 mm diameters BOTTOM BARS 3-16 mm diameters 2-16 mm diameters Given: Stirrup diameter = 10 mm Concrete f'c = 21 MPa Steel rebar fy = 415 MPa Stirrup fy = 275 MPa Beam size b x h = 250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan Design Moment Strength of section at midspan for positive bending in kN-m Nominal Moment Strength of section at face of support for negative bending in kN-m