Determine the required tension steel area of the T beam with given properties below. Width of flange bf = 500 mm Width of web bw = 400mm Thickness of flange tf = 140 mm Effective depth d = 380 mm Effective concrete covering d' = 75 mm Compressive strength of concrete fc' = 30 MPa Yield stress of steel bar fy = 300 MPa Mu = 448 kN-m As = mm2
Q: If a pin-pin steel column (o, = 50ksi and E=29000ksi) has unbraced length of 30'-0" and has a…
A:
Q: A 2.1 – m. clay layer (e = 0.54, Gs = 2.72, Cc = 1/3) is overlain with 4.5 m. thick of sand layer (e…
A: Primary Consolidation settlement H = Depth of Beam Cc = Coefficient of compressibility Primary…
Q: 2. For the given figure below, write the shear and moment equation for each segment, draw the shear…
A: ###Determination of shear and moment equation and drawing of SFD and BMD###
Q: 5. A 600-lb horizontal force is applied to pin A of the frame shown. Compute the horizontal and…
A:
Q: The inverted T-beam supports three concentrated loads as shown in the figure. Find the maximum…
A: ASKED: To determine the maximum allowable value of load P for the given allowable stresses in…
Q: 2m B 25 kN/m - 3m C
A:
Q: Calculate the area of X (Easting) closed traverse is a Y (Northing)
A: Given Nothing and easting of different points of closed traverse ..
Q: Dyin Construction has built a housing park A in Bukit Gylon containing 250 units of houses at a cost…
A: Given, House cost in 2020 = RM43500000 Increase rate = 3.2% per annum
Q: Problem 5-32 The water tank in Figure 5 - 9 is being filled through section 1 at 6 m/s and through…
A:
Q: Problem 4: In the tension member connected to a gusset plate as shown below. Determine the value of…
A: Width of member (B) = 400 mm Thickness of member (t) = 12 mm Diameter of bolt (d) = 30 mm From…
Q: A field is in the form of a regular triangle. If the true bearing of side AB is N 45°30'E, determine…
A:
Q: 2) Assuming we have a fluid with SG-0.6, and height of fluid in the piezometer tube equal to h=10m,…
A: To Determine Pressure at point M, P & S
Q: If M = 7.06 and w = 17.2, Determine the Bending Moment at point B of the Beam shown. w in kN/m Min…
A: Given data in question UDL Concentrated moment Cantilever beam Span member length To find out…
Q: 1. Determine the force in members GJ, GI and HI of the truss shown. Use method of joints. -4.5 m-…
A: To Determine force in members GJ, Gl and HI of the truss.
Q: 1.) A loaded scow has draft of 1.8m in fresh water when erect. The scow is 6m wide, 12 long, and…
A:
Q: A beam with I-shape cross section has a span of 4 m as shown in Figure Q3. The cross section of the…
A:
Q: Draw the shear and moment diagram
A:
Q: A simple log bridge in a remote area consists of two parallel logs with planks across them (see…
A:
Q: Determine the Maximum positive moment (kN-m) in the beam shown Where: P = 83 kN; w = 12 kN/m; L1 = 2…
A: step 1-
Q: A ground profile consists of 9 meters thick sand soil. Water table is located 4 meters below ground…
A: Given Porosity = n = 0.379 G = 2.66 Water table at 4m below the ground surface
Q: A.) The loss factor for a 90 degree elbow is: B.) The total form friction head loss in ft is…
A: H = 150ft = 150 x 0.3048 = 45.72 m L = 600ft = 600 x 0.3048 = 182.88 m d = 4inch = 4 x 25.4 = 101.6…
Q: A) What is the concept of TVM? B) Give full-explanation about each cases for rate of interest? C)…
A: Que:- What is the concept of TVM ? Ans:- The time value of money (TVM) is the concept that a sum of…
Q: 6. Theodolite is an instrument used for measurement of ro(a) Both horizontal and vertical angles (b)…
A: Brief concept introduction- Theodolite- It is a surveying instrument. It has a rotating telescope…
Q: The tower in Figure 1 is subjected to three compressive forces 4kN, 5kN, 6kN at joints G, E and C…
A: Calculate the stresses in MPa in members AC, CE and FD if the cross sectional area of each member is…
Q: No. 2. For the cantilever beam and loading shown, plot shear and bending moment diagrams and then…
A: ∑V=0VA - 12×90×3 - 70 = 0VA=205 kN ↑ Shear force at C = 70 kNShear force at B = 70 kNShear force at…
Q: LIST OF FIGURES: 2m E 5.8m 4.8m FIGURE 1 5.8m 3.2m 3.2m 3.2m
A:
Q: 5. The drive shaft for a truck having a diameter of 50 mm is running at 2500 rpm. If the shaft…
A:
Q: 2.3.2 If the beam section of Prob. 2.2.3 is reinforced with 3-25 mm diameter steel bars in the…
A: Given Data: fc = 30mpa 3-25 mm dia steel 65mm from the extreme fiber
Q: fc fy Mpa Mpa 21.1 345 1. A 6-m simply supported singly reinforced concrete beam is 400mm wide and…
A: As per bartleby guidelines experts are allowed to solve 1st question as questions are not…
Q: Give example for computation of no of risers. 5. Make a
A: As per guidelines we need to answer only first question so please repost rest questions separately.
Q: a. Maximum deflection using double integration method. b. Deflection at the free end using…
A: Given: Propped cantilever beam with UDL, concentrated load at the end Deflection using double…
Q: Determine the moment of Inertia along the centroidal x-axis of this built up section,in in^4.…
A:
Q: Determine the angle measured clockwise from the major principal axis to the x axis of the section,…
A:
Q: Illustrate a simple work plan drawing of a retaining wall.
A: Solution- The retaining wall is a construction that is built to hold or retain soil behind it. Many…
Q: pin connected
A: Trusses are generally the structures assumed as pin jointed. They do not carry moments but rather…
Q: In the overhanging beam show, determine P so that the moment over each support equals the moment at…
A:
Q: What are the benefits of prototyping
A: The prototype provides the client with a total thought of how the site will look like in the…
Q: Determine the shear value (kN) when x = 3m from the left side of the beam where: L = 5.9 m; Wo = 128…
A: step 1-
Q: Determine the reactions and moments using the slope-deflection method.
A:
Q: H.WO A state of stress is srecified as shown, netermine the normal and shearing Stresses on Othe…
A:
Q: What factors influence the compressive strength of clay masonry?
A: There are several factors that can influence the compressive strength of clay masonry. 1. Water…
Q: This coordinate system describes the motion of a particle in terms of components that are…
A: Brief concept introduction- Coordinate system- It is used to locate and indicate the position of a…
Q: PROBLEM 1: Determine the polar moment of inertia (J) and the radius of gyration (kx and ky) with…
A: Polar moment of inertia is the sum of moment inertia about X and Y axes. J=Ixx+Iyy Moment of…
Q: 2' B 2' C P in k 5 4 3 M in k-ft D
A:
Q: X = 193 Y = 93 A = 2 B = 7 C = 9 What is the force in cable DF? What is the force in cable DE?…
A:
Q: For the load group and influence line shown, P₁ = 8 kips, P₂ = 32 kips, P3 = 32 kips, a = 14', and b…
A:
Q: 50. What should be the height (m) of a lighthouse, so that it can be visible from a distance of 3…
A:
Q: If P = 20.3 and M = 6.83, Determine the Shear Force at point B of the Beam shown.
A: To Determine Shear force at point B, VB
Q: Given data : Stress =4 N/mm2 Area=4 mm2 Find Tensile load
A:
Q: 18) If the floor is to be inclined at an angle of 25 deg what would be the acceleration of the…
A:
Step by step
Solved in 3 steps with 3 images
- 5 A square footing 2.4 m x 0.35 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 372 kN LL = 293 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the maximum ultimate bending moment in the slab. Write your final answer as whole number with the unit of kN-m.33 Determine the tensile steel strain (in 5 decimal places) compatible with concrete strain of 0.003 for a singly reinforced beam 300 mm wide, 680 mm deep reinforced at the bottom with 6-ϕ20 mm bars with effective depth 590 mm. Use f’c = 21 MPa and fy = 420 MPa.A beam has a flange width of 810mm and a slab thickness of 50mm. The width of the web section is 300mm and it has an effective depth of 550mm. It is reinforced at the bottom with a steel area of 1750mm2. fc’ = 20MPa, fy = 400MPa. The magnitude of the compressive force of concrete is ____kN
- 4.17. A rectangular beam made using concrete with f c ′ = 6000 psi and steel with f y = 60,000 psi has a width b = 20 in., an effective depth of d = 17.5 in., and a total depth of h = 20 in. The concrete modulus of rupture f r = 530 psi. The elastic moduli of the concrete and steel are, respectively, E c = 4,030,000 psi and E s = 29,000,000 psi. The tensile steel consists of four No. 11 (No. 36) bars. ( a ) Find the maximum service load moment that can be resisted without stressing the concrete above 0 .45 f c′ or the steel above 0.40 f y . ( b ) Determine whether the beam will crack before reaching the service load. ( c ) Compute the nominal flexural strength of the beam. ( d ) Compute the ratio of the nominal flexural strength of the beam to the maximum service load moment, and compare your findings to the ACI load factors and strength reduction factor.A floor systtem consist of a 75 mm concrete slab supported by continuous T beams with a span of 4.3 m spaced at 3 m on center. The beams have a web width, bw and effective depth, d. Calculate the necessary reinforcement for a typical interior beam if the applied factored load is 574 kN-m. Solve the following given a. ) bw = 400 mm; d = 500 mm; fy = 420 MPa; fc' = 28 MPa b. ) bw = 350 mm; d = 470 mm; fy = 420 MPa; fc' = 21 MPa4. A reinforced concrete T-beam has the following properties: Flange width, bf = 1,350 mm Width of web, bw = 300 mm Gross depth, h = 500 mm Effective depth, d = 420 mm Concrete strength, f’c = 21 MPa Steel strength, fy = 415 MPa a. If the beam is reinforced with 3-20-mm-diameter bars at the bottom (in single layer), determine the resulting depth of rectangular stress block at ultimate stage. = ____ mm (2 decimal places) b. What is the condition of failure? = ____ (Balanced, Tension controlled, Compression controlled, Transition) c. Calculate the design moment strength of a typical interior beam. = ____ kN⋅m (whole number)
- A reinforced concrete T-beam has the following properties: Flange width, bf = 1,200 mmWidth of web, bw = 300 mmGross depth, h = 500 mmEffective depth, d = 420 mmConcrete strength, f’c = 21 MPaSteel strength, fy = 415 MPa 10. If the beam is reinforced with (4) 3-20-mm-diameter bars at the bottom (in single layer), determine theresulting depth (mm) of rectangular stress block at ultimate stage.plz, solve all the parts of this problem. Use ACI code and Solve what you have been asked. Reinforced Concrete Design-1 A fixed ended beam with span length of 24′ and cross-section of 15ʺ x 24ʺ is subjected to uniformly distributed load is shown in figure 1. Unform service dead load is 1k/ft and uniform service live load is 1.4 k/ft. Taking ?c = 3?si and ?y = 40???, a) Analyze the beam for flexure only. b) Calculate the amount of reinforcement for the given demand and check for ductility requirements. c) Detail the reinforcement using #6 bar only, and also curtail the steel ensuring development length requirements. d) Show all your calculations in the form of neat and clean drafting. Note: Your drafting must include dimensional details, reinforcement details in both longitudinal and sectional views, and cut off locations of steel.A rectangular beam has a width of 280 mm and an effective depth of 500 mm. It has a reinforcement area of 4072 sq. mm at the bottom. fc' = 25 MPa, fy = 414 MPa. c) Determine the value of "Mu"
- A reinforced concrete T-beam has the following properties: Flange width, bf = 1,350 mm Width of web, bw = 300 mm Gross depth, h = 500 mm Effective depth, d = 420 mm Concrete strength, f’c = 21 MPa Steel strength, fy = 415 MPa 10. If the beam is reinforced with 3-20-mm-diameter bars at the bottom (in single layer), determine the resulting depth of rectangular stress block at ultimate stage. = mm (2 decimal places) 11. What is the condition of failure? = (Balanced, Tension controlled, Compression controlled, Transition) 12. Calculate the design moment strength of a typical interior beam. = kN⋅m (whole number)The steel framework shown below is used to support the reinforced concrete slab (unit weight of concrete =23.6KN/m3) that is used for an office use (minimum live load = 2.4KPa). The slab is 150 mm thick. Use a=3m, b=5m. Neglect the self-weight of the beam and girder. Assume all beams and girders have simple supports. NSCP 2015 Load factors: 1.2DL & 1.6LL. Calculate the total ultimate/factored SLAB load in Kilo Pascals? Express your answer in 2 decimal places.A rectangular concrete beam has a width of 400 mm and an effective depth of 700 mm. It is reinforced with five 28-mm diameter bars for tension only. Concrete strength is f's = 21 MPa and steel yield strength is fy = 275 MPa. Which of the following most nearly gives the depth of the rectangular compression stress block? A. 188.15 mm B. 151.93 mm C. 139.51 mm D. 118.58 mm