Q1/ A 2.5m span cantilever beam has a rectangular section and the tension reinforcement consists of 3Ø22, has width Of 250mm and effective depth to the centroid of the tension reinforcement of 387.5mm. The beam carries a dead load of 13 kN/m and live load 20 kN/m. Using fy=420 MPa and fc' = 28 MPa, check if the beam is safe to carry the above load. 2.5 m

Q: b =250 mm h=560 5 - Ø 20mm

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Q: If the allowable bending stress is 124.66 MPa, compute the safe concentrated load that it could…

A: w=40 kN/mfy=248 MPaL=14 m

Q: H.W 1. For the cantilever reinforced concrete beam shown in Fig. loaded by ultimate uniform…

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Q: A simple beam of length L- 5 m carries a uniform load of intensity = 5.8 kN/m and a concentrated…

A: Given Data A simply supported beam is given with the following data Span length is 5 m  A uniformly…

Q: Problem #3 - Rectangular Beam Analysis for TENSION REINFORCEMENT ONLY) Determine if the beam shown…

A: Given -

Q: has an unstiffened web. A point load is applied to the top flange at 2m. From the left support. The…

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Q: A rectangular beam section has d = 600 mm, dsc = 35 mm. When the neutral axis is at its limiting…

A: Given, d = 600 mm  dsc = 35 mm  Asc = 250 mm2

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.