A reinforced concrete tied column carry a dead axial load of 600 kN and a live load of 800 kN. f’c = 28 MPa, fy = 400 Mpa. Determine the ultimate factored load Determine the smallest diameter of the column section if the steel ratio is 3.5 % Determine the number of 20 mm Ø bars needed Determine the spacing of the ties.

Q: At a cross section in a rectangular beam with b=300 mm and d=500 mm, flexural reinforcement is 5T20.…

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Q: 2.) Determine the maximum load "w" (kN/m) that the box section can carry when used in a simply…

A: Given:- Permissible stresses in tension and compression=120 MPaPermissible stress in shear=100…

Q: Concrete designs, i need solutions in 10 minutes please. Q/a rectangular Beam has width (300mm) and…

A: The width of the beam is b=300 mm. The effective depth is d=500 mm. The compressive strength of the…

Q: Design a slender unbraced rectangular column with the following data : Size of column 25 cm x 30 cm…

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Q: If f = 3,500 psi, using Grade 50 rebar, with b = 16" and d = 27", determine (a) the Abal using…

A: If fc' = 3,500psi using Grade 50 rebar , fy = 50000 psi, with b =16 in and d =27 in Determine(a) the…

Q: Design the shear reinforcement for the concrete beam shown below. Note that the section width (b =…

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Q: Design the required tension steel reinforcement at the critical rectangular section of the shown 3.0…

A: Cantilever beam with span = 3 m  Service Dead Load,wd= 15 KN/m  Service Live Load,wL = 20 KN/m  F'c…

Q: DETERMINE BAR FORCE MEMBERS EB, EC, AND DC USING METHOD OF SECTIONS. PLS ADD FBD. 3.2 KN 2.0r 2.0m 8…

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Q: 3. Given the following information, determine the maximum permissible axial load in the square…

A: Given:- The longitudinal reinforcing bars = 4-#10 bars The yield strength of the steel = fy = 60 ksi…

Q: Problem-2 Determine the load P such that the members in the three-hinged arch shown below are in…

A: To determine -  Load P and value of y1.

Q: 4.16 (B). A reinforced concrete beam has to carry a bending moment of 100 kNm. The maximum…

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Q: An HSS 10 x 6 x 5/16 with Fy = 46 ksi is used as a column. The length is 16 feet. Both ends are…

A: HSS 10 x 6 x 5/16 Fy = 46 ksi L = 16 ft

Q: Current Attempt in Progress Two 4-in.-wide wooden boards are to be joined by splice plates that will…

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Q: The beam shown carries an ultimate load of 28.5 kN/m. The beam has a limited width of 275 mm and…

A: Ultimate load = 28.5 kN/m Width, b = 275 mm Height, h = 450 mm Reinforcement is placed at 65 mm from…

Q: ISC Equation E3-2 or E3-3. Use Actual recommended fixity factor k=0.8. HINT: SERVICE LOAD IS (DL+LL)…

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Q: For the Column in Shown in Figure, Design the Base Plate with A36 steel, if the service dead loads…

A: Given Data: Service dead loads PD=240 kips. Service live loads PL=345 kips. Compressive strength of…

Q: 5.) A reinforced concrete The bars cover 1. 2. one greater Compute cantilever beam considered Than…

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Q: : - Calculate the moment capacity of a doubly reinforced rectangular beam sect 300 mm wide x 600 mm…

A: Given : Rectangular beam section = 300 X 600 ( mm ) Grade - M20 and Fe-415 Concrete cover = 40 mm…

Q: DEad LOAD = 1OKN LIVE LOAD: 12 KN DEADLOAD: 10 kN PEADLOAD= 10 KN LIVE LOAD: 8 kN LIVE LOAD = 10 KN…

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Q: For the floor plan shown below, a = 20 ft, b = 30 ft, and c = 4 ft. Each floor of the regular…

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Q: F. BE = 3.9m EF = 1.8m %3D FC = 4.5m %3D 1.5M, CD = 5.1m %3D Assume Fw = 0.8P %3D Section BC W30x90

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Q: What is the maximum absolute shear for the following beam and load group? Use L = 20, a = 4, b = 3,…

A: L= 20 a = 4 b = 3  P1 = 4   , P2 = 2,   P3 = 3

Q: :Design the shear reinforcement for the beam shown below, kN W₂ = 200 f'c = 27.6Mpa, fy = 414Mpa,…

A: Solution

Q: Compute the co-ordinates for (Pnb, Mnb) and (Pub, Mub) for rectangular columns using h=24in b=14in…

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Q: Solve the given frame using Set 1(Portal Method)/ 27 kN 4 m 49 kN G 5 m K 6 m 4 m 8 m Determine the…

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Q: 2.) Determine the maximum load "w" (kN/m) that the box section can carry when used in a simply…

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Q: Problem NO. 2. Determine the force acting on members HI, HJ, GI. Also, the force acting on members…

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Q: Five planks (4@ 40 x 40 mm and 1@ 40 x 380 mm), are joined together to form the l-section shown.…

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Q: a om long simply supported beam has a width of 350mm and overall depth of 470mm the beam is…

A: Given,  Length of the beam = 6m Width (b) = 350mm Overall depth (D) = 470mm Effective depth (d) =…

Q: Q2) For the slab shown in Fig.(2),find the allowable live load for the section 1-1. Use f'c-25 MPa,…

A: Solution: Given: fc = 25 MPa fy = 350 MPa Beam dimension = 250 mm x 600 mm h = L/24 h =…

Q: Q-2: A rectangular concrete beam of width, b= 32-inch is limited by architectural consideration to…

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Q: Design the simple supported T-Beam section shown in fig. f'c-20 Mpa, fy=400 Mpa. Moment applied =…

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Q: What is the ultimate uniaxial load capacity of the given column section, according to the design…

A: For the given problem, we will use the minimum eccentricity formula to solve for ultimate load…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A: Given data,  Inclination angle with horizontal = 30° Tensions stress = 5 Mpa Shear stress = 3 MPa…

Q: use the method of sections to determine the load in members CD,BD and CE and show whether the member…

A: Find:Use the method of sections to determine the load in members CD,BD and CE

Q: Refer to the truss as shown. Given: F1 = 64 KN F2 = 83 kN F3 = 12 kN A F -4 m B Fi 14m C G F₂ D H…

A: Find force in member GD

Q: Example 5.2 A column section I.S.H.B.350 @ 661.2 N/m carries an axial load of 1100 kN. Design a…

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Q: See the image below. A hot-rolled I-beam section has yield strength fy = 300 MPa, ultimate strength…

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Q: you don't know the solution please leave it but don't give me wrong solution

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Q: Q7/ A precast beam is to be used as a bridge over a small roadway. Concrete dimensions are b= 500…

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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.