Using the stress block, determine the ultimate moment of resistance of the section shown in Figure 2 and check whether the steei provided satisfies the bending moment due to the loads on the beam.
Q: An object (s=0.65) floats in a liquid (s=0.80). Determine the percentage of the volume above the…
A:
Q: Construct the shear -force diagram and identify the largest negative shear force. Assume a = 3.1 ft,…
A:
Q: Construct the shear-force diagram and identify the largest negative shear force. Assume a = 6.0 ft,…
A: Given data a = 6.0 ft b = 12.0 ft c = 24.0 ft P = 2700 lb W = 1150 lb/ft
Q: Two tangents converge at an angle 22.5 degrees, which were connected by a reverse curve having…
A: Given Data: The converge angle of two tangents is ∆1-∆2=22.5°. The shortest distance to the first…
Q: C
A:
Q: shaft = 44 kW and mechanical efficiency = 94%. Q53. The following data were obtained from a test on…
A:
Q: 10 ft/s The 19lb cart B is supported on rollers of negligible size,lf a 7lb suitcase A is thrown…
A:
Q: Calculate the required adjustment to the amount of mixing water per cubic yard of coffee to maintain…
A: Let w% is the water requirement in idle case and w'% is the adjusted water in the mixture.
Q: Example 9: Find the net foundation pressure for the given structure given in figure. Additionally,…
A: P = 108,000 KN A (area) = 24 x 32 = 768 m2 qgross (gross pressure) = P/A = 108,000/768 = 140.625…
Q: Q13. Determine the total horizontal stress On at point A if the lateral earth pressure at rest (K.)…
A: Given data, Lateral earth pressure at rest = k0= 0.5 Surcharge= q= 50kPa, Bulk unit weight of soil =…
Q: Given: w1 = 60 kN/m, w2 = 30 kN/m, P = 40 kN, a = 3 m, b= 3 m, and c 3 m. Determine the maximum %3D…
A:
Q: Q104.It is proposed to develop 100,000 BHP (75,000 kW) by a number of hydraulic turbines. Each of…
A: Given data, H = 30 m Ns = 335 Total power = 75000 KW N = 166.7 rpm
Q: 275 kN 165 kN ぐ 系
A:
Q: 12 kN/m |20 kN 4 m 3 m 3 m
A:
Q: 256. A pelton wheel is having a mean bucket diameter of 0.8 m and is running at 1000 r.p.m. The net…
A:
Q: If the reduced bearing of a line AB is N60°W and length is 100 m, then the latitude and departure…
A:
Q: ries. The performance dat mps follow the parabolic vailable =HO =aV ^2. For p
A: Given:- Ho=av2 a=0.0438m/Lpm2 a=0.0347m/Lpm2 Ho=8.70m To find:- combined shutoff head
Q: The truss structure shown in Figure 3.31 is to be analyzed to find the member forces. Choosing the…
A:
Q: The corrected hydrometer reading in 1000 ml of soil suspension, 60 minute after commencement ot…
A:
Q: (Question on circular horizontal curves) The center line of a road consisting of three straight…
A:
Q: Project Schedule: Time-Scaled Network Duration (day) Activity E Depends on В, С A The following…
A: The job logic and durations of activities for a modest engineering project are shown in the activity…
Q: propped beam has a span of 9 m. and carries a concentrated load of 60 kN at point B. E = 15000 MPa,…
A:
Q: The head loss of a 300 m length of tube having a diameter of 79 mm is 99 m. Oil flows through the…
A:
Q: MA = 12 kN. m w = 3 kN/m 6 m-
A:
Q: The wooden members A and B are to be joined by plywood splice plates that will be fully glued on the…
A: Given data P = 35.9 KN Width (W) = 119 mm Length (L) = 288 mm x = 11m
Q: of 1 10 ft/s B. |The 19lb cart B is supported on rollers of negligible size,lf a 7lb suitcase A is…
A:
Q: An interior column is to be designed as a part of an unbraced frame system, located at the ground…
A:
Q: 9000 N/m 6000N 8000 N/m A 4 m 22m 2m 4 m DIE
A:
Q: Problem 01: Obtain the volume of flow in liters/sec, that will pass through a 400 mm pipe with a…
A: Coefficient of Friction = 0.025 Friction factor = 4 x 0.025 = 0.1 Diameter of pipe = 400mm = 0.4m…
Q: 10 ft/s The 19lb cart B is supported on rollers of negligible size,lf a 7lb suitcase A is thrown…
A:
Q: Q25. Draw the plan, section and elevation of the given line diagram. ВАTH 2000 x 2500 BED 5000 x…
A:
Q: 1. Water flows steadily through the venturi section shown below. The volumetric flowrate Water flows…
A:
Q: The slider block C moves at 8 m/s down the inclined groove. (Eigure 1) v Correct Figure Part B 2m…
A: VC=8m/s
Q: Pin-connected rigid bars AB, BC, and CD are initially held in the positions shown by taut wires (1)…
A: Given, The bar lengths , a=36 ftb=27 ft∆x=5.7 in
Q: A steel cable is used to lift a load W with the following given. weight W = 175 kN diameter = 30.03…
A:
Q: b) Use the AISC Specifications and determine the live load deflection for the section W21x62 when…
A:
Q: The cantilever beam carries a combination of a uniformly distributed load and a trapezoidal loading…
A:
Q: Q1. The opposite Iigure shows a system of filter consisting of two layers of soils. The soils have…
A:
Q: A granular soil sample taken from the field has a density of 1900 kg/m3. In a laboratory test, it…
A: Given data in question Density Solids Density Moisture content Maximum and minimum void ratio To…
Q: Design the simply supported beam shown in the Figure 1 for flexure Consider the following data.…
A:
Q: Determine the slope and deflection at point 8 as shown in the beam using the three (3) methods…
A: Note: We’ll answer the first question since there are multiple questions specified. Please submit a…
Q: Derive the expression for variations of pressure with the location in fluid at rest using a…
A: Given, Our aim is to derive the expression for calculation of Variation of pressure along the…
Q: MA = 12 kN .m w = 3 kN/m В 6 m Write the equations for moment as a function of distance x along the…
A: To write bending moment equation
Q: A hollow tube ABCDE constructed of monel-metal is subjected to five torques acting in the directions…
A:
Q: Question 1 of 5 /20 E View Policies Current Attempt in Progress The solid 1.05-in-diameter rod is…
A:
Q: Question 5 A steel column with a rectangular hollow section is subject to a vertical downward load…
A: P1 = 500KN P2 = 100KN e = 110mm
Q: III. By any method, solve the axial bar forces of the truss shown, and identify whether it's…
A:
Q: 1. Water flows steadily through the venturi section shown below. The volumetric flowrate Water flows…
A:
Q: - A pelton wheel is having a mean bucket diameter of 0.8 m and is running at 1000 r.p.m. The net…
A:
Q: Pin-connected rigid bars AB, BC, and CD are initially held in the positions shown by taut wires (1)…
A:
Step by step
Solved in 2 steps with 2 images
- Estimate the transverse tensile strength of the concrete in Problem 12.6.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)A reinforced concrete T-beam has the following properties: Flange width, bf = 1350 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 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). What is the condition of failure? (Balanced, Tension controlled, Compression controlled, Transition). Calculate the design moment strength of a typical interior beam (kN-m, whole number).
- 2.From the figure below; bending moment of 8 KN-m. The normal weight of concrete has an fc' of 26.4 MPa. solve and show the complete solution and pick the correct ans4. 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 rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h= 800mm. The beam as shown in the image below carries asuperimposed dead load of 12 kN/m (excluding the self-Weight of the beam) andspecified live load of 20 kN/m. The beam has a compressive strength of 30Mpa andreinforcement yield strength of 400 Mpa a) What is the self weight of the beam? b) What is the modulus of elasticy and yeild strain of reinforcement
- A reinforced concrete beam (see figure)is acted on by a positive bending moment ofM = 160 kN . m. Steel reinforcement consists of4 bars of 28 mm diameter. The modulus of elasticityfor the concrete is Ec = 25 GPa while that of the steelis Es = 200 GPa.(a) Find the maximum stresses in steel and concrete.(b) If allowable stresses for concrete and steel areσac = 9.2 MPa and σas = 135 MPa, respectively,what is the maximum permissible positivebending moment?(c) What is the required area of steel reinforcement,As, if a balanced condition must be achieved?What is the allowable positive bending moment?(Recall that in a balanced design, both steel andconcrete reach allowable stress values simultaneouslyunder the design moment.)A rectangular concrete beam 277 mm wide and 495 mm deep is simply supported over a span of 8.37 m. the beam is reinforced with straight tendons situated 59 mm above the bottom of the beam under a prestressing force of 387 kN. Concrete weighs 23.36 kN/m3 with modulus of elasticity Ec=13,814.76 MPa. Assuming tension concrete does not crack, what is the midspan deflection due to the given loads. (Include the sign if it is negative) Please avoid rounding off values during the course of solution proper as much as possible. Always write your answer in 4 decimal placesConsider a rectangular column subjected to axial compression. The material stress-strainrelationships have been idealized as shown below.a) What axial load will cause concrete to be at its maximum working stress?b) find the axial load P which produces εc = εs = 0.0011 NOTE : ( X1=124.6 , X2=385 , X3= 178 ) PLEASE HELPPP
- 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.1.From the figure below; bending moment of 8 KN-m. The normal weight of concrete has an fc' of 26.4 MPa. solve and show the solution1. Differentiate the permanent and the variable action with suitable examples 2. Analyze the stress-strain relationship of steel. Notes : Internal forces Fcc = 0.567fck(b x 0.8x) = 0.454 fck bx Fst = 0.87 fyk As Moment of resistance with respect to steel, M = Fcc.z Moment of resistance with respect to concrete, M = Fst.z Mbal = Kbal fck bd2 where Kbal = 0.167 As ‘ = (M-Mbal) / 0.87 fyk (d-d’) As = Mbal / 0.87 fyk zbal + As’