Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum negative moment is Mup=wul2/19. Include the design for S&T bar. Given: length = 6m span = 2m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 219 MPa main bar = 10 mm s&t bar = 8mm

Q: Q2 : Design the beam showing below for shear by using Ultimate Strength Design method according to…

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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: th of the beam section to the nearest whole number = ___________ kN·m Maximum service uniform live…

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Q: An isolated T-beam is composed of a flange 700 mm wide and 175 mm deep cast monolithically with a…

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

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Q: Example: Determine the following for the given beam section: fc' = 21 Mpa, fy = 420 MPa 1. Depth of…

A: At Ultimate stage; T = C Fy × As = 0.85 × f'c × B × a So , a = As fy0.85 fc B Where ; As = 5 × π4…

Q: Calculate the ratio of maximum and minimum tensile reinforcement in rectangular reinforced concrete…

A: A rectangular reinforced concrete beam-Width b = 350 mm and depth d = 450mm Fe415 steel Cover = 50…

Q: Given a 10"X16" reinforced concrete beam section as shown. The main reinforcing rebars consist of…

A: f'c=3000 psify=60 ksiTo determine:Theoretical nominal bending moment

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

A: DL=4.76 kPaLL=1.9 kPaweight of slab=3.45 kPawu=1.2DL+1.6LL=1.24.76+3.45+1.61.9=12.892 kPaMaximum…

Q: Derve the maximum steel ratio and the recommended steel ratio. show solution and explanation.

A: Draw strain diagram as shown belowUsing linearity concept we can write d* - c* = *cd*  = *c + c*d*…

Q: Design the Beam AB Below by using Working Stress Method ;

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: The cantilevered reinforced concrete beam is made using four reinforcing rods each has a diameter of…

A: Modular Ratio (m) : It is the ratio of modular of Elasticity of steel to that of Concrete. (i.e.…

Q: Question 1 A composite beam cross section is made up of two rectangular strips. Each of (100x50) mm…

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Q: (CLO 1, 2) The composite bar in the figure below is attached to fixed supports. What maximum axial…

A: Given Data: The allowable stress for aluminum is, σallowableAluminum=116 ksi The allowable stress…

Q: AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 24 kips, w…

A: Given Data  W18×40 standard steel section.  Find the maximum bending stress in beam.

Q: For a beam cross section W = 230 mm, effective depth = 500 mm, the number of reinforcement bars of…

A: Given- width w=230 mm, Effective depth d=500 mm, 12 mm dia bars, It is needed to find the number of…

Q: Q-A pre-tensioned concrete member of section 200 mm x 250 mm contains tendons of area 500 mm² at…

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Q: Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including…

A: Design the reinforcement of a rectangular beam to resist a dead load moment of 200kN.m (including…

Q: The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of…

A: Given data:- Steel bar on top = 2N28 Steel bar on bottom = 3N28 Modulus of elasticity, Ec = 23500…

Q: FLEXURAL ANALYSIS ON BEAMS FLANGE SECTIONS Example 1: As shown in the figure, beam GHI is reinforced…

A: Given: b = 350 mm h = 400 mm cover = 40 mm Reinforcements at supports: Tension zone = 5 #20 mm…

Q: A simply supported beam is reinforced with 5-925 mm at the bottom and 2-o20 mm at the top of th…

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Q: The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feet and…

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Q: A beam has an f'c = 5000 psi, fy = 60000 psi, reinforcement ratio = 0.0137. Which of the following…

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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.