Estimate quantity of Steel Reinforced rebar of given plan below for the reinforced concrete beams as presented in given cross section below Notes: - Standard hook for main rebar = (!2db) without bend Standard hook for stirrup rebar= 6db without bend Such a Table-2- below must be made to write down length of each bar and obtaining final quantity of steel weight.
Q: Determine the normal force, shear force, and bending moment at a section passing through point C .…
A:
Q: Problem 2 Given: 0.75 m 10.4 m Mass of car: 1400 kg ism- D B C -2 m- Mass of trailer: 800 kg 2 m-…
A: Fig 1..
Q: 2. Lacquer paints A. are generally applied on structural steel are less durable as compared to…
A:
Q: A circular hollow section (CHS) member with steel grade S355, subjected to compression, is to be…
A: EN 1993 - 1.1 Sheet 3, table 5.2 - d / t ratio dt = 244.510 = 24.45 - Class 1 Section limit = 32.8…
Q: Two fixed frictionless inclined planes making an angle 30* and 60° with the horizontal are shown in…
A: From the above free body diagram use dealemberts principle maA=Wsin60aA=gsin60
Q: 1. Differentiate between Rotational flow and Compressible flow
A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…
Q: 35 Calculate the area of cross section using numerical techniques for a river 200 m wide. if the…
A: As in the question it's given the width of river is 200m but data is given for half of the section,…
Q: The tied three-hinged arch is subjected to the loading shown. Determine the components of reaction…
A:
Q: Civil Engineering THREE MOMENT EQUATION Analvze the given beam using the method of Three-Moment…
A:
Q: Geometric Method - Conjugate Beam Method Determine deflection at midspan BC. Use Conjugate Beam…
A:
Q: 2. For the truss shown in the figure below, assume that the loads are being transmitted to the…
A: Given -
Q: Roadbase can be constructed using the following materials, except; Crushed aggregate Sand Cement…
A:
Q: 3. The 180 lb man climbs up the ladder and stops at the position shown after he senses that the…
A: Free body diagram of given question
Q: Compaction and mixing temperature of asphalt mix depends on the bitumen type. True False
A: Compaction and mixing temperature of asphalt mix depends on the bitumen type. This statement is…
Q: Determine the maximum monent 04 the beam could cary of 3ismm fc' = 28mPa fy : 375 m Pa 4somm 8-28mmø…
A:
Q: 30KN 10KN/m 40KN.m 5KN/m Int Hngn B 2.5 3.5 CS eanned with Candovver
A:
Q: Draw the Shear and Bending Moment Diagram of the following beam shown.
A:
Q: using the British Method, design a Concrete mix for a blinding with a specified characteristic…
A: - Target Mean strength = Characteristics strength + K X S Characteristics strength = 17.5 MPa K =…
Q: A T-beam that traverses the center of a floor system for which bw = 300mm and d=550 mmm. The beams…
A:
Q: High flakiness index of aggregate will cause high tendency of aggregate breaking under the action of…
A: Flakiness index of aggregate is the percentage by weight of aggregate particles of least dimension…
Q: (Please Answer PROBLEM 102) PROBLEM 101: A continuous strip footing is to be located concentrically…
A: Note : Since you have posted a question with multiple sub-parts, we will solve the first three…
Q: A 25 kN point load acts on the surface of an infinite elastic medium. The vertical pressure…
A: Point load acting = 25kN It has been asked in the question to determine the vertical pressure…
Q: 45KN 5kN/m 25 25 31 CS Seanned with CamScarner
A: Shear force diagram: Point load : rectangle Udl : triangle Uvl : 2 degree parabola Bending…
Q: Overloading in the pugmill of the drum mix plant can cause non-uniform mixing. True False
A: Answer :- True Explanation :- Overloading in the pugmill of the drum mix plant causes non uniform (…
Q: Fluid flows past the two dimensional bar shown in figure. The pressures on the ends of the bar are…
A: Figure is as shown
Q: A liquid limit test conducted on a soil sample in the cup device gave the following results: 10 19 |…
A:
Q: Write a short critical review on TWO (2) of the following: a. Slip forming b. Self-healing concrete
A: Slip forming is a type of construction method in which formwork is used continuously for continuous…
Q: The frame system shown below consists of two, 3-m radius, frictionless pulleys at points B and D.…
A: Given -
Q: mine the equivalent state of stress on ent at the same point oriented 60° se with respect to the…
A:
Q: PROBLEM 01: From the figure shown. (1) Derive the expressions for the shear force and the bending…
A: Here we have a beam with varying load, udl and concentrated load. We need to draw the shear force as…
Q: Which of the following statements are True about the binder course layer? O The layer is cambered O…
A: Among the given statements, Second statement is true. Since the binder course is laid to transfer…
Q: The influence line is for V40 = shear just left of 40'. A load of 0.6 kip/ft is placed from 10' to…
A:
Q: What is the standard load that need to be used to compute the CBR values at penetration 2.5 mm? O…
A:
Q: 1.12 The frame shown consists of four wooden members, ABC, DEF, BE, and CF. Knowing that each member…
A:
Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…
A:
Q: Fluid flows past the two dimensional bar shown in figure. The pressures on the ends of the bar are…
A: Figure is as shown
Q: DISTANCE (m) DEPTH DEPTH OF OBs. VELOCITY 30 (water edge) 45 2.5 shallow 0.32 center 0.27 deep 0.22…
A: To Determine a.) Compute the total discharge in liters per second. b.) Compute the total…
Q: 1. The 1.2.kg slider is released from rest in position A and slides without friction along the…
A: Given, Spring constant k=24 kN/mm=1.2 kg hA-hB=4.5 mg=10m/sec2
Q: 2.13 The rainfall recorded at the network of stations due to a storm over a trapezoidal water- shed…
A:
Q: The roller coaster is momentarily at rest at A. Determine the approximate normal force it exerts on…
A:
Q: 18 21 32 F mm mm mm E A В D G F
A:
Q: DETERMINE THE FORCE (Ib) FOR MEMBER AC
A: F1=586 lbF2=1213 lbAngle between AB and AC is 30° As two questions have been posted, solution will…
Q: Determine the internal normal force, shear force, and bending moment acting at point C in the beam.
A:
Q: A CAST IRON COLUMN OF CIRCULAR SECTION HAS A PROJECTING BRACKET CARRYING A LOAD OF 200 KN AT A…
A: Data is as given
Q: An 40-ha watershed was subjected to a 5- year rainfall with a depth of 122 mm with characteristics…
A: Given, A = 40 ha P =122 mm
Q: High softening point is more preferred for the road construction to provide better stability. O True…
A: The softening point is the temperature at which the bitumen attains a particular degree of softness.…
Q: average velocity of 0.9 m/s shown in Figure 4. The dynamic viscosity of water µ = 1.307 × 10-3…
A: diameter of pipe, d = 0.0012 m Length, L = 17 m Velocity in pipe, v = 0.9 m/s
Q: ist some megastructures in Nigeria
A: Context: Megastructures in Nigeria
Q: Two masses each equal to m are lying on x-axis at (-a, 0) and (+a, 0) respectively, as shown in the…
A:
Q: The water tank in the figure below is being filled thru section 1 at v1 = 7 m/s and thru section 3…
A: Velocity of water through tank 1, v1=7msDischarge through pipe 3, Q3=0.012m3sThe velocity of water…
Step by step
Solved in 3 steps with 3 images
- Refer to the figure shown below. 350 Given are the following: fc 55 MPa fou 1,350 MPa Aps - 1.500 mnm2 fpy - 1,100 MPa Use bonded tendons as prestressed reinforcement. Determine the design monment capacity of the section. (kN-m)12. Refer to figure 6. The 20-mm-diameter bolt fastens two wooden planks together. The nut is tightened until the tensile stress in the bolt is 150 MPa. Find the smallest safe diameter d of the washers if the working bearing stress for wood is 13 MPa. = 20 mm a. 70.8 mm b. 75.2 mm c. 86.3 mm d. 80.5 mm e. none of the above FIGURE 6Determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksio) what is the block shear rupture (U-shaped) capacity of flange plate of the flange connection in kips? (2 decimal places)
- Question j=169" R=2.1" ;f 4- 2.81 d $ 100 08 96 07 h £=0.5" * # >P d=7.3" Material is ASTM A36. Plate is fixed 511 by 4 screws of {"$. using the information provided, calculate the ultimate stress (factored by LRFD) for shear fracture and tensile rupture of block pattern passing through points the shear 3-10-9-4..Sub: Advance Reinforced Concrete design. Follow the ACI 318 design code for the design. Answer the question with all details. provide the drawings with all details. Don't Copy Paste from Other Solutions please. i will Upvote You Value Óf X1= 27.65 Value Of X2= 395 1- Design the beam BC of the frame shown in Figure 1 for bending moment and shear force according to ACI 318 code requirements. The concrete cover is 30 mm. Dead load and live loads are given in Figure 1. Provide all drawings in detail. Please do check for maximum and minimum flexural requirements, maximum and minimum spacing of the shear reinforcement. f=X1 MPa, fy=X2 MPa D.L.=5 ton/m L.L.= 3 ton/m 6 m 3 m17. determine the capacity of the details shown below.A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksiq) what is the tensile rupture capacity of flange plate of the flange connection in kips? (2 decimal places)
- SITUATION 14: A PL 300 x 20 mm is to be connected to two plates of the same material with half the thickness by 25 mm Ø rivets as shown in the figure. The rivet holes have a diameter 2 mm larger than the rivet diameter. The plate is A36 steel with Fy= 250 MPa, allowable tensile stress of 0.60Fy and allowable bearing stress of 1.35Fy. The rivets are A502, Grade 2, hotdriven rivets with allowable shear stress of 150 MPa. 25 mm Ø rivets + + PL 300x20 P/2 P P/2 PL 300x10 43. Which of the following most nearly gives the max. load in kN that can be applied to the connection without exceeding the allowable shear stress in the rivets? a. 675 KN b. 490 KN c. 598 KN d. 790.5 kN 44. Which of the following most nearly gives the max. load in kN that can be applied to the connection without exceeding the allowable bearing stress between the plates and the rivets? a. 490 KN b. 675 KN c. 598 KN d. 790.5 kN 45. Which of the following most nearly gives the max. load in kN that can be applied to the…tf Sec Ag tw W16x100 29.4 0.585 0.985 Bolt (7/8 in) A structural analysis was done for -1 the steel section whose shape and characteristics are shown below, and the outputs were arranged in the table below. Choose the appropriate amount, knowing that .all numbers are in units (ksi, in) O fy ( 36 fu 0.85 20.149 584.3 635.04 58 D(bolt) 7/8 P Maximum tensile force (P) that can be exerted Effective cross- sectional area (Ae) The value of T1 Modulus M (mo) !Compute the available block shear strength of the gusset plate and design tension strength. 2 in A- B- D 3 in El F. 2 in 0.375 in 0.375 in 2 in 3 in 3 in 2 in (not to scale) Section properties Material properties plate width = 7 in ASTM A36 steel plates plate thickness =/s in F, = 36 ksi %3D standard hole size F,= 58 ksi
- 2. A steel plate is 360 mm wide and 20 mm thick with four bolts hole into the place as shown in the figure. Compute the following: a. Critical net area required by the NSCP specs. b. Max. critical net area required by the NSP specs. Note that, Max. net area is 85% of the critical net area c. Capacity of the joint if the allowable tensile stress is 0.75Fy. Use A36 steel Fy=248 MPa 90m²m 90 mm 90mm 45 45mm In my comin P Scanned with CamScanner CS(1) 21" 3" 4#9 bood 14" (1) Ec = ? (2) fr=? (3) Mer=? (5) #4 (4) When M = 70 & Mn = ? fé = 5 ksi Grade 60 Steel NWC. ft-k I 1R-2 Dr b=14", h=24" #4 tied stirrups. 4 #9 Rebars. fe=? Please write down units properly in the final answers. fs=?Pabacboadcom Question Campletion Stutn MOD LE 4 A Movtng to another question will save this response Question 1 A hwo span beam subjected to shear and flexure only is reinforced as follows: @ MIDSPAN 2-016 mm 3-016 mm SECTION @ FACE OF SUPPORTS TOP BARS BOTTOM BARS 5-016 mm 2-016 mm Given: Stirrup diameter, dg - 10 mm Concrete fe=21 MPa Steel rebar fy 415 MPa Stirrup fy= 275 MPa Beam sizebxh=250 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) Design Moment strength of section at midspan for positive bending = kN-m (nearest whole number) kN m (nearest whole number) Nominal Moment strength of section at face of support for negative bending =