A cantilever one-way slab having a length of 2.8m is reinforced with 12mm tension bars spaced at 150mm on center. Calculate the uniform live load the slab can carry using minimum concrete cover, minimum slab thickness, fy = 345 MPa, and fc’ = 23 MPa. minimum concrete cover= 75mm  minimum slab thickness= L/10

Q: 2.45 A reinforced concrete column 200 mm in diameter is designed to carry an axial compressive load…

A:

Q: rectangular footing 2.3 m x 3.2 m x 0.34 m thick supports a 300 mm square column at its center.…

A:

Q: This type of slab is assumed to be supported on only two opposite sides. Its length-to-width ratio…

A:

Q: A rectangular footing 2.4 m x 3.4 m x 0.33 m thick supports a 300 mm square column at its center.…

A:

Q: A rectangular footing 2 m x 3.6 m x 0.33 m thick supports a 300 mm square column at its center.…

A:

Q: A rectangular beam has a width of 260 mm and an overall depth of 470 mm. concrete cover is 60 mm…

A:

Q: supports

A:

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A: GIVEN- width of singly reinforced rectangular beam =300 mm…

Q: QI Design the slabs shown in Fig. (1), which is supported on rigid beams. The applied loads are the…

A:

Q: A square footing 2.3 m x 0.35 m thick supports a 300 mm square column at its center. Column loads…

A: Given data:   DL = 344 kN LL = 251 kN f’c = 21 MPa fy = 415 MPa

Q: Topic: FLAT SLAB Determine the total dead load (in kPa) of the following different types of slab if…

A:

Q: 5.1 Use the approximate bending moment equation, Mu = 4 As d to calculate the bending moment…

A: Answer  We are given  total h = 6 in concrete cover = 0.75 inch f'c = 4000 psi fy = 60000 psi…

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A:

Q: A rectangular footing 2 m x 3.3 m x 0.36 m thick supports a 300 mm square column at its center.…

A:

Q: A rectangular footing 2.1 m x 3.7 m x 0.32 m thick supports a 300 mm square column at its center.…

A:

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A: According to the specifications, first we calculate the effective depth, d. Then we will calculate…

Q: A reinforced concrete beam is designed to reach fc = 12 MPa, and fs = 140 MPa simultaneously. If n =…

A: Given data is:  fc= 12 MPa  fs= 140 Mpa  Modular ratio n = 8  Effective depth d = 450 mm .

Q: Q1: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for…

A:

Q: Obtain lever arm z of a slab cross-section if concrete compressive strength is 30 N/mm², design…

A:

Q: a one-way slab for the inside of a parking Design garage. slab thickness = 6" fe= 4000 psi Gracde bo…

A: Given slab thickness (D) = 6'' length (l) = 10' Dead load, WDL = 30 psf  Live load, WLL = 180 psf…

Q: A 120 thick one-way RC slab is subjected to loads (wt. of slab is not included) as shown. Required:…

A: Given Data : Thickness of one-way RC slab (t) = 120 mm live load= 2.2 kPa Dead load=5.1 KPa fy=411…

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A: Nominal Shear Strength: The strength which is required by the element or fiber per unit surface area…

Q: II. DESIGN OF REINFORCED ONE-WAY SLABS A slab is simply supported on all its sides. The length of…

A: Step 1: Minimum thickness as per NSCP 2015= L/20…

Q: A square footing 2.1 m x 0.31 m thick supports a 300 mm square column at its center. Column loads…

A:

Q: Compute the equivalent radius of resisting section of 30 cm slab, if ratio of radius of wheel load…

A: Given that :- thickness of slab = h = 30 cm if ratio of radius of wheel load distribution to…

Q: 2. The slab in the following plan view carries 3 kN/m² dead load and 5 kN/m² live load and thickness…

A:

Q: Calculate the area of reinforcement required for the beam.

A:

Q: one-way slab to support a load

A: To design the slab for the given specifications

Q: Compute moment of resistance of a one-way slab of thickness 150 mm. The slab is reinforced with 10…

A: Given: The thickness of the slab is 150 mm. The diameter of the reinforcement is 10 mm. The centre…

Q: A rectangular footing 2.1 m x 3.6 m x 0.35 m thick supports a 300 mm square column at its center.…

A:

Q: . A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A:

Q: Design a two way slab using the Coefficient Method considering an interior panel (Case 2). The slab…

A:

Q: am. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight…

A: Given:- b=300mm d=600mm Vu=370kN centroid=70mm 10mm diameter concrete strength=25MPa To find:-…

Q: The center to center spacing of the beams are shown in the figure. Consider the slab panel…

A: Answer We know that given slab can be classified for one way or two way using ratio of longer span…

Q: By using Ultimate Strength Design Method, design the slab showing in the figure below for the…

A: In the event that length and width ratio, the extent is more conspicuous than or comparable 2 or…

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

A:

Q: A square footing 2.4 m x 0.33 m thick supports a 300 mm square column at its center. Column loads…

A: Given:- The dimension of the square footing = 2.4 m×0.33 m thick The dimension of the column = 300…

Q: Compute the equivalent radius of resisting section of 20 cm slab, if ratio of radius of wheel Load…

A: Given that:- thickness of slab = h = 20 cm if ratio of radius of wheel load distribution to…

Q: A B

A: If the slab is supported only on two opposite supports, which is bending in direction of the shorter…

Q: A. Design two-way slab as shown below to carry the live load 300 kN/m2fc' = 24 MPa kg/cm2, fy =…

A:

Q: 4.6 A one-way slab is used typically in which of the following types of buildings? a. Museum b.…

A: 4.6 --A one-way slab is used typically in which of the following types of buildings?a. Museumb.…

Q: 4.2. Using the coefficient method, design a (case 3) cantilever slab (thickness and reinforcements)…

A: L1=4m L2=3m LL=6.69kPa DL=2.5kPa fc=21MPa fy=276MPa

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.