The figure shows the cross section of a rectangular column 400mm by 600mm reinforced with 8-25m diameter longitudinal bars. Use fc’=24MPa and fy=420MPa for both longitudinal and confining reinforcement. Clear cover is 40mm. Diameter of the confining reinforcement is 12mm. Use simplified calculation. A.) Determine the factored shear force that the column could resist if the nominal shear strength provided by the ties is 375kN, kN. B.) Determine the factored shear force that the column could resist if the ties are spaced at 220mm, kN. C.) Use simplified calculation. If the factored shear force is 650kN, determine the required spacing transverse reinforcement, mm.

Q: Determine the design moment capacity of the section. (kN-m)

A: Given Data: The data are given as: fc' = 55 MPafpu = 1350 MPaAps = 1500 mm2fpy = 1100 Mpa   To…

Q: The beam is loaded as shown below. Given the following properties bw = 305 mm PDL = 120 KN d = 590…

A: Answer  (A) Calculation of shear strength provided by the concrete We know that simplified equation…

Q: Problem 2: A reinforced concrete beam has a width of 300 mm and a total depth of 550 mm. Effective…

A: b = 300 mm d = 550 mm cover = 60 mm d'=60 mm fc = 21 MPa fy = 415 MPa ϕ=0.9

Q: A W 305 x 87, 7.5m llong, is pinned at both ends and braced in the weak direction at the third…

A: Given :W 305 x 87 section L = 7.5 m or 7500 mm A = 10965 mm2 Ix = 331.2 x 106 mm4 Iy = 55.78 x 106…

Q: A reinforced concrete beam has a width of 300 mm and a total depth of 550 mm. Effective cover to…

A: b = 300 mm d = 550 mm cover = 60 mm d'=60 mm fc = 21 MPa fy = 415 MPa ϕ=0.9

Q: A reinforced concrete beam has a width of 300mm and an effective depth of 600mm. Compressive…

A:

Q: (Note: @ does not include beam weight) @D = 2 kip/ft @= 4 kip/ft 12 ft P₁ = 10 kips (A) f = 5,000…

A: Longitudinal section of the beam:Cross-section of beam

Q: The layout of a reinforced concrete floor is shown below. The live load is 3 kPa. Design suitable…

A: Steel bars put on the floor before the concrete is poured over and set reinforce reinforced…

Q: Given are the following: Unit weight of concrete = 24 kN/m³ f'c = 35 Mpa fse = 820 MPa fpu = 1350…

A:

Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum…

A: Given - length = 10.9 m span = 3m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 414 MPa…

Q: concrete floor slab 100 mm thick is cast monolithic with concrete beam 2.0 m on centers. The beams…

A:

Q: A W 305 x 87, 7.5m llong, is pinned at both ends and braced in the weak direction at the third…

A: W305 x 87 section L = 7.5 m or 7500 mm A = 10965 mm2 Ix = 331.2 x 106 mm4 Iy = 55.78 x 106 mm4

Q: Given are the following: fc’ = 55 MPa fpu = 1,350 MPa Aps = 1,500 mm2 fpy = 1,100 MPa Use…

A: Bonded tendons: When there is an adequate bond between the concrete and prestressing tendon is known…

Q: a simply supported beam is reinforced with 4-diameter28mm at the bottom and 2-diameter 20mm at the…

A:

Q: 14" #3 stirrup 25" 4- #11

A: Solution Given Data f'c=3500 psify=60000 psid=22 in

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50Omm,…

A:

Q: c. Using a 0.5pbalanced limit on the reinforcement, determine the required beam dimension (b-width…

A: Dead load, wD = 26 kN/mLive load, wL =20 kN/mLength of the beam, L = 5mReinforced ratio = 0.5 *…

Q: simply supported beam is reinforced with 5-25mm at the bottom And 2-20mm at the top if the beam.…

A:

Q: Given are the following: fc’ = 55 MPa fpu = 1,350 MPa Aps = 1,500 mm2 fpy = 1,100 MPa Use…

A: Answer We are given  f'c = 55 Mpa fpu = 1350 Mpa Aps = 1500 mm2 fpy = 1100 Mpa distance from…

Q: width of beam, b = 400mm • thickness of beam, t = 500 mm • f'c = 20.7 MPa • fy = 415 MPa • steel…

A:

Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum…

A: Given: length = 6m span = 2m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 219 MPa main bar…

Q: A reinforced concrete T – beam is to be designed for tension reinforcement only. The beam width is…

A: Given,The beam width =250 mmeffective depth = 400 mm.The flange thickness =100 mm effective flange…

Q: reinforced concrete beam has a width of 300mm and an effective depth of 600mm. Compressive…

A:

Q: Material Strengths: of=41.4 MPa, fy = 414 MPa Determine the moment capacity (M) of the beam with the…

A:

Q: concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The beams…

A:

Q: section of the column and the interaction diagram are shown below. Determine the total area of…

A:

Q: -3 m- WDL = 30 kN/m WLL 13 m 22 kN/m ती 3 m-

A:

Q: A reinforced concrete beam has a width of 300 mm and an effective depth of 618 mm. Compressive…

A: b = 300 mm d = 618 mm d'=60 mm fc = 28 MPa fy = 415 MPa ϕ=0.9

Q: A concrete floor slab 10e mm thick is cast monolithic with concrete beams 2.0 m on centers. The…

A:

Q: A concrete floor slab 100 mm thick is cast monolithic with concrete beams 2.0 m on centers. The…

A:

Q: concrete floor slab 100mm thick is cast monotholic with concrete beams 2.0 m on centers. the beams…

A:

Q: A beam having a width of 300 mm and a depth of 600 mm carries a dead load of 24 kn/m (including its…

A:

Q: A concrete floor slab 100mm thick is cast monolithic with concrete beams 2.0m on centers. The beams…

A:

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.