Quiz: Design the reinforcement steel that necessary for the shear and torsion for the rectangular cantilever beam shown in figure. Use for stirrups (12) and let f-25 MPa, f-400 MPa, dead load (5 kN/m²) and live load (10 kN/m²), take into account the self-weight of beam. All dimensions in (mm) 1000 800 3000 300 Chmeand 001
Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A: The adequacy of a beam is checked in order to evaluate if it is safe for use. There are a number of…
Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A: Given Data: The dimension of the cantiliver R.C. beam is 280 mm×500 mm. The diameter of a bar is…
Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…
A: L
Q: Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear…
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Q: A steel rod has a hexagonal cross section with 10 mm on each side. If the working stress is 110…
A: solutionGiven working stress σ=110 MNm2=110 Nmm2cross section is hexagon of side a= 10mm each
Q: H.W1 : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in…
A: Given:- L=2.44 mD.L=2kNmL.L.=1.22kNmfy=414 MPaf'c=27.58MPaTo find:-adequacy
Q: PL 18 ET 5 WL 384 EI Case I Cose 2 M PL V P V P 23 PL3 648 EI PL 3EI Case 3 Case 4 e aln
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Q: A rectangular beam has the following properties: fc'=28MPa fy=270MPa b=300mm d=450mm As=4 of…
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Q: PROBLEM 1: For the beam loaded as shown below, a. Derive the expression for shear and moment by…
A: (a) Consider the free body diagram of the beam shown below.
Q: Reinforced And Prestressed Concrete PROBLEM: A reinforced rectangular beam with width b and…
A: Given data - b = 197.5mm D = 317.5mm L =2.7 , wd = 13.75 kN/m WL = 17.75 kN/m
Q: H.W1 : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in…
A: Given Data: The span of a cantilever beam is, L=2.44 m The dead load carried by a beam is, wd=2 kN/m…
Q: A cast-iron beam 10-m long and supported, carries a uniformly distributed load of intensity w.…
A: in the unsymmetrical beam Flexural Stress varies directly linearly with distance from the neutral…
Q: the rectangular beam given in figure below has been designed for flexure; design the necessary shear…
A: It is required to determine the factored load. wu=1.2DL+1.6LL=1.240+1.625=88 kNm It is required to…
Q: H.W1 : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in…
A: Given L=2.44m=8ft DL=2kNm=1.5kips/ft LL=1.22kN/m=0.90k/ft Fy=414MPa=60ksi Fc=27.58Mpa=4ksi…
Q: 4. The beam AB supports a 2.5kips per feet uniform load and a 15kips concentrated load as shown.…
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Q: What will be the max weight per linear meter length of the rigid beams if the displacement at E is…
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Q: Pi P: Х D E 3.8 L FIGURE Q1(a)
A: For any beam or structure load acts at any point or distributed load then due to that bending and…
Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A:
Q: A simply supported rectangular beam with a span of 7.2m has an effective depth, d = 430mm, and a…
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Q: A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900…
A: GIVEN DATA B=400 D=900 d=850 fck=28MPA Fy=420MPA MU=1500KN-M VU=700KN
Q: 2.) A 350 mm x 500 mm rectangular beam is reinforced for tension only with 5-28 mm bars. The beam…
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Q: SITUATION: A wide flange section has a length of 10 m. The properties of the section are d= 250 mm…
A: Given:- Factor of safety = 3 E = 200 MPa
Q: Ex.3: A 2.4m span cantilever beam has a rectangular section of b=200mm and d= 390mm with 3 bars of…
A: Given data: Length of the beam = L = 2.4 m Width of beam = b =200 mm Effective depth of beam = d…
Q: From the given continuous beam, use Three Moment equation 3q kips 2q kips 0.25q k/ft A -8 ft- -8 ft-…
A: NOTE: Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: Design the width of a wooden beam if the depth is 380 mm, consider a simple span beam of 5 m in…
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Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
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Q: A 6-m simply supported reinforced concrete rectangular beam is 250 mm wide. The total depth is 400…
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Q: : An 2.44 m span cantilever beam has a rectangular section and reinforcement as shown in Figure. The…
A: Introduction- The cantilever is a stiff structural member which stretches horizontal but is only…
Q: d concrete beam has a width of 400 mm and an effective depth of 600 mm. It is reinforced at the…
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Q: A 550mmx800mm column reinforced with 12 pcs of D20mm (3 bars each on outer ends). The column carries…
A: Solution: Given: column = 550mmx800mm 12 pcs of D20mm (3 bars each on outer ends). ultimate load of…
Q: Completely solve and box the final answer. Illustrate the problem. Write legibly 4. Compute the…
A: Given Data:Span of beam=L=4mCross section of beam=50×200Shearing stress = 0.70 MpaIt is asked to…
Q: A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze (E -…
A: Given data: As=1.228 in2Es=30000 ksiAb=0.637 in2Eb=15000 ksi
Q: Q1/ A 2.5m span cantilever beam has a rectangular section and the tension reinforcement consists of…
A: Given Details Dead load=13kN/m Live Load=20kN/m d=387.5mm fc=28MPa fy=420MPa B=250mm
Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A:
Q: Your roll no. kN 30kN/m B1 4 m 2 m Re
A: Given Overhanging beam and asked to draw SF and BM
Q: 1. Given the values of the load L and dimension R, for what value of the couple M will the force in…
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Q: ht meter simply supported beam carries a superimposed dead load of 6kN/m and a service live load of…
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Q: MN/m². 1005. A timber beam 150 mm by 250 mm is reinforced at the bottom only by a steel plate, as…
A: Determine the concentrated load that can be applied?
Q: cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension.…
A:
Q: A simply supported rectangular beam with a span of 7.2m has an effective depth, d = 430mm, and a…
A:
Q: calculate the nominal shear strength(kN) of 4-legged stirrups 12 mm diameter, spaced at 280 mm on…
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Q: A 350mm x 500 mm rectangular beam is reinforced for tension only with 5 – 28mm dia bars. The beam…
A: given that Rectangular beam dimensions = 350mm x 500mm Reinforcement = 5 bars with 28mm diameter…
Q: The steel framework is used to support the 4-in. reinforced lightweight concrete slab (unit weight =…
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Q: Determine the ultimate moment capacity of a beam of dimensions b=250mm and d=350mm and that has 300…
A: Given data : width, b=250mm depth ,D=350mm Area of steel ,As= 300mm2 fy-400 MPa and f'c=25 MPa…
Q: ced at 130 mm on centers all throughout the beam length. Determine the maximum wu that the beam can…
A: data we have L=8depth d = 430 mmwidth b =250 mm fck =21 MPachracterstics strength of concretefy =…
Q: Q2) For the cantilever beam shown below. Draw the shear force diagram and design the beam for shear…
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Q: For Problems 2.6 and 2.7, calculate the uniform load (in addi- tion to the beam weight) that will…
A: Solution:- Given, f'c=4000psi or 4 ksiλ=1.0fr=7.5λf'cweight=150/ft3b=14 ind=21 inh=24 in
Q: ) Drow Shear Force Diagtam with Calculation. Moment Bending 3) Find maximum Bending 2) Draw O…
A: Free body diagram of the given beam:
Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A: Given data,The R.C beam is280×500mmThe reinforced =4-20mmd=450mmConcentrated load=10kNUniform load…
Q: 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…
A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…
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- q2: A load P is supported by a structure consisting of rigid bar BDF and three identical 15-mm-diameter steel E = 200 GPa rods, as shown inthe figure. Use a = 2.705 m, b = 1.821 m, and L= 4 M.For a load of P = 117 kN, determine thedisplacement of joint F. Unit should be in mmDetermine the required spacing of 10mm U-stirrups at the left end of the simple beam carrying a uniform dead load of 50 KN/m throughout its span and a concentrated live load of 100KN applied at midspan, L= 6m if f'c = 21 MPa, normal weight, and fy = 420 MPa. The section of the beam has the following properties; d= 635mm, bw=350mm, h=740mm. Express your answer in mm and use whole number.A rectangular beam has the following properties: fc'=28MPa fy=270MPa b=300mm d=450mm As=4 of 36mm diameter bars Compute For: 1.) The magnitude of the ultimate moment capacity is Blank 1 kN.m 2.) If the fc' is reduced by 50%, the depth of the concrete stress block is Blank 1 mm.
- Design the spacing of the main bars and temperature bars of a one-way slabhaving a total span of 5 m. The slab is supported with hinge in the left support anda vertical cable located 1.5 m from the right support. The distance between thecables of the slab is 2.3 m. The slab is to carry a live load pressure of 2.4 kPa anda dead load pressure (including self-weight) of 4 kPa. Assume f’c = 27.6 MPa andfy = 276 MPa for main and temperature bars. Use 12 mm ∅ for main bars and 10mm ∅ for temperature bars. The slab is not exposed to earth or weather. Usethickness of slab of 120 mm. Use NSCP 2001.QUESTION1) Figure Q1(a) show a simply supported beam of length L = 4.8m is and built for placing Machine and Magnum frame. The combined weight of the machine is approximated by uniform load 90kN/m along x3 = 2.4 m. For of the design, its assumed that the column framed located at a distance x1 and x2 = 0.8m and resulting concentrated load P1 and P2 exerted oneach beam is taken as 150kN and 150kN, respectively. The cross section of beam show as in Figure Q1(b). (a) Determine the bending stress at point a and the maximum bending stress of the beam (b) By referring Figure Q1(a) and consider section n-n, determine the maximum shear stress and the shear stress at point a.For the frame loaded as shown, draw the complete and correct FBDs of thefollowing: whole frame, member BE, member HK, pulley D, pulley J, member CDEHJwithout the pulleys, and pin B. If block G weighs 133 N, determine all the forcesacting on member CDEHJ (i.e. Cx, Cy, Dx, Dy, FBE, FHK, Jx and Jy). Also, calculate thehorizontal (ABCBx) and vertical (ABCBy) components of the reactions betweenmember ABC and pin B.
- The beam is subjected to a service dead load of 2.5k/ft for the entire length and a service live load of 20 kips at 4 ft from left end. The self weight of the beam b = 12in h=24 in has to be added to the dead load for the calculations. How much is the reaction for the design load at point A and paint B?1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f’c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design) 2. Referring to #1, using the Transformed Section Method, determine if the beam is adequate or not. ...NEED A COMPLETE SOLUTION BASED ON THE NSCP...Question (1): A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment Mu = 1500 kN.m and an ultimate shear force Vu = 700 kN. 1- ) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups Φ 10 mm ( No.10) diameter, calculate the required spacing (s) between the stirrups at the ultimate shear force section. For all questions, Use f’c= 28 MPa and Fy= 420 MPa
- 1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f’c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design)Completely solve and box the final answer. Illustrate the problem. Write legibly 4. Compute the safe concentrated load P that the beam could carry at a distance of 1 m from the fixed support with a span of 4 m from the arrangements shown below. The beam is made up of four 50 mm by 200 mm section framed. The allowable shearing stress of the beam is 0.70MPa. Note: Don't copy the answer of the other tutor because those are incorrect. How the hell did this problem get an impeller and etc. etc. Thank youProblem 4. A reinforced concrete beam having a simple span of 8m is reinforced for tension with 25mm dia bars (As = 1963 mm2). The beam has a width of 350mm and an effective depth of 690 mm. Use f'c = 20.7 MPa, fy = 414 MPa. a. Determine the location of the neutral axis measured from the top outermost compression fiber of the section. Ans.: Blank 1 mm b. Determine the ultimate moment capacity of the beam. Ans.: Blank 1 kN.m. c. Determine the safe uniform live load (in kN/m) that the beam could carry. Assuming weight of concrete is 24 kN/cu.m. Ans.: Blank 1 kN/m