Design the reinforcements of the given T be 300mm =450mm 20mm 00mm 30mm 35MPa 350MPa ENSCP 2015
Q: Situation 5 - The steel strut transmits a compressive force P = 75 kN as shown in the figure. The…
A:
Q: A cantilever beam is loaded with a uniformly distributed load of kips/ft, as shown in figure below.…
A: EI = Constant Determine the equation of the elastic curve of the beam using Double Integration…
Q: Q6:- Determine the time and space mean speed for a section of 1km if the required times for passing…
A: Required times for passing five vehicles (t1, t2, t3, t4 and t5)= 1, 1.3, 1.2, 1.25 and…
Q: A lake with a surface area of 275 ha has the values of: relative humidity = 60% wind velocity at…
A:
Q: A plate is used as a tension member, to carry a deadload = 300 KN and live load of 260 KN. Steel…
A: Dead Load = 300 kN and Live load = 260 kNFy = 248 MPa and Fu = 400 MPa and width of tension plate =…
Q: A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum…
A: Gradient 1, Gradient 2, Vertical point of intersection with chainage R.L of VPI Length of the…
Q: An axial centric force of magnitude P = 450 kN is applied to the composite block shown by means of a…
A:
Q: Situation 12 - A simply supported beam has a span of 12 m. The beam carries a total uniformly…
A: Simply supported beam has span 12m and it's carries total 28 KN/m uniformly distributed load.…
Q: An embedded beam is subjected to the loads shown. Determine the stress produced at points A, B ,C, D…
A:
Q: The horizontal top of a concrete column is subjected to the system of forces shown. Represent the…
A: Sign convection Along axis direction = positive Along opposite direction = negative - Along x…
Q: USCS Classification % Gravel (total): % Sand (total): % Fines (Silt +Clay): D10: Cu: USCS: D30: Cc:…
A: Particle diameter % Passing 0.04003 78 0.0214 64 0.01549 58 0.0112 53 0.00836 47 Draw…
Q: 200 lb/ft -6 ft. B 250 lb/ft
A:
Q: Engineering Surveying An aircraft is flying at a ground speed of 300 kmph. The focal length of the…
A: Ground speed V=300 kmph, Focal length of the camera f=300 mm, Ground distance covered S=5 km, To…
Q: Question: Ratio of boundary layer thickness to moment thickness for turbulent boundary layer…
A: Turbulent boundary layer having, One-seventh power law of velocity profile.
Q: Using FACTOR METHOD: *Solve for all members on the frame provided: 1. Axial forces 2. Shear forces…
A: To find- 1. Axial forces2. Shear forces3. Moments
Q: Q3/ Consider a point in a structural member that is subjected to plane stress. Normal and shear…
A: Determine a. Principal stress and maximum shear stress in plane. b. Show the stresses in…
Q: (Q2) Calculate coordinates of point P (by Tienstra formula) in the following drawing if you know: A…
A: Given; Point Easting Northing A 23808.69 19480.97 B 23930.75 19769.49 C 23989.38 19602.00…
Q: If the dynamic viscosity of a fluid is 0.5 poise and specific gravity is 0.5, then the kinematic…
A: Dynamic viscosity of fluid μ=0.5poise=0.05Ns/m2 Specific gravity g=0.5 To find The kinematic…
Q: 3. The beam BE is used for hoisting machinery. It is anchored by two bolts at B, and at C it rest on…
A: The beam BE is anchored by two bolts at B, and at C it rests on a parapet wall.Diameter of at the…
Q: A W21×101 is used as a compression member with one end fixed and the other end free. The length is…
A: Section-W21×101L=12 ftFy=50 ksi To find- Nominal compressive strength
Q: The equation of motion of a particle on a straight path is S = t³ - 3t, where s is displacement in…
A: Given;The equation of motion of a particle on a straight path is S=t3where 'S' is displacement.t = 3…
Q: 120 kN 96 KN (160+SN) KN 144 KN H 1.51 M 21 ST 1.51 21 D 1.51 21 N 31 T 1.51 1.51 21 21 B 1.51 E 21…
A: Assumptions of portal method; 1.The point of contraflexure is at the midpoint of all the members of…
Q: Find the deflection equation of the beam of length 1, with distributed uniform load w(x) = w0…
A: Find the deflection equation of the beam
Q: 1. For the beam shown, determine the maximum positive and negative shears and the maximum positive…
A: Given data in question Live load 60k Live UDL 6k/ft Dead UDL 1 k/ft To find out Maximum positive…
Q: A 6-hours storm had 4 cm of rainfall and the resulting runoff was 2cm. If index remains at the same…
A:
Q: Q4/ For the beam loaded as shown Fig (4), plot the shear and bending moment diagrams. Determine the…
A:
Q: A grass-lined trapezoidal channel has a bottom width of 40.0 ft with 4H:1V side slopes. The channel…
A: The given grass lined trapezoidal channel has a width is, 40 ft The given side slope is, below…
Q: 12 indeterminate and 12 determinate frames with Calculation need Asap
A: Statically determinate structure means given structure is having unknown quantities equal to or…
Q: How much time (in seconds) does a person traveling on a grade of 4% at a speed of 69 mph have to hit…
A: Grade = 4%(0.04) , Initial Speed , Vi = 69mph = 69 x 1.467 = 101.22 ft/sec Distance up to the…
Q: Situation 9 - An 18-m long prestressed pile weighing 3.8 kN/m is to be lifted by two cables. 25. At…
A: Udl = 3.8 kN/m Length of pile = 18 m
Q: ( Determine the slope and deflection at point B of the steel beam shown below using conjugate beam…
A:
Q: In (Figure 1), F₁ = 300 N and 0 = 10°. Figure F3 = 180 N 5 13 12 y F₂= 200 N 60° x 1 of 1 Part A…
A:
Q: A 1 m wide and 3 m long flat plate, held stationary, parallel to the flow direction of a uniform on…
A:
Q: A RA 1000 lb 4 ft B 55 lb/ft VA 8 ft C Rc 6 ft 550 lb RD
A: As per company's guidelines we can only answer first question. Kindly post other questions as…
Q: If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the…
A:
Q: For an azimuth DE=106°26:48" and angles to the right, compute the bearing of FG if angle…
A: For an azimuth DE=106026′48′′ The angle DEF=97044′52′′ EFG=103015′14′′To find:compute the bearing of…
Q: An extended aeration tank receives a BOD load of 768 kg/day. If two fixed aerators with oxygen…
A:
Q: A cantilever beam is fixed on the left end and free on the right end. The span of the beam is 10 ft.…
A: Determine the moment reaction at fixed end of the beam.
Q: .. For a sleeper density of (n+5), the number of sleepers required for constructing a broad gauge…
A:
Q: Water is flowing in a rectangular channel having width 3.85 m and depth 0.86 m. Classify the type of…
A: A rectangular channel- Width of the channel b=3.85 m, Depth of flow y=0.86 m, Discharge Q=8.45 m3/s,…
Q: During a flood the water surface at a section in a river was found to increase at a rate of 11.2…
A: Rate of change of flood = 11.2 cm/h Slope of the river = 1/3600 Normal discharge = 160 m3/s Velocity…
Q: For the PI Inaccessible problem: Sta. X = 70+00.00, XY =800.00 ft, angle x = 35°00'00", angle y =…
A: Sta. X = 70+00.00XY = 800.00 ftAngle X = 35Angle Y = 30The radius for the simple curve = 1000 ftTo…
Q: While measurement the discharge in a stream it was found that the depth of flow increased at the…
A:
Q: 13. A vehicle travels the transition curve of radius 150 m in duration 15 s at a design speed of 80…
A:
Q: Situation 5 - A bar is subjected to a uniaxial stress. The resulting stress is plotted as Ishown. In…
A:
Q: D)Calculate the sectional moment of inertia of the profile E)Calculate the maximum stress in the…
A: The maximum bending moment, M = 22.04 kNm The hexagonal section:
Q: Observed N-value of an SPT test is 21. The N-value after correcting for dilatancy 1. 18 2. 21 3. 19…
A: Observed N-value of an SPT test is, No=21. The N-value after correcting the dilatancy =?
Q: A car has a frontal projected area of 1.6 m² and travels at 60km/hr. It has a drag coefficient of…
A: Velocity,V = 60 km/hr = 16.67 m/s. Area = 1.6 m2 Drag coefficient, Cd = 0.35 The density of air, ρ =…
Q: 10 kNm A 4 m B 4 4 m C 4 m 5 kN D 100 mm 80 mm
A:
Q: 6m note: Moment acts 1m from the free end. 20 kN/m 6m 700 kN-m 40 kN/r
A:
Step by step
Solved in 4 steps with 4 images
- Design the beam to resist the loads shown using WSD Method. Take fc = 9 MPa, fs = 124 MPa, n= 11, bar diameter = 20 mm. Take b = d/2f. Calculate the maximum safe load "P" in KN Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mmCheck the shear strength of an interior beam-column joint. The columns have 20 in. square cross-section, and 12ft clear height. The maximum probable moment strength of columns is (Mpr)ed. 520 ft-kips. The framing beams have the following geometry and reinforcement: Mpr = 345 ft-kips and Mpr = 213 ft-Kips; Top Bar = 5- #8 & Bot. Bar = 3 #8 Additional given data: fe= 4,000 psi; fy=60,000 psi
- Q5. Joint A is roller and C is pin supportedPlot BMD & SFDpls help! Write the complete solutions and legibly. Answer in 2 decimal places. UPVOTE WILL BE GIVEN! MECHANICS OF DEFORMABLE BODIES Let Q = 0 and T = 8 (Example: 12Q°C = 120°C). Just substitute the number in letter. Thank you! For the frame shown, a 4QQT-N load is acting on member ABD at D. If the allowable material shear stress for is 4Q MPa, determine the required diameter (rounded off to the nearest 2.5 mm) of the pins at C and D. Pin C and pin D are subjected to double shear and single shear, respectively. If the thickness of member BC is 12 mm and that of member DE is 16 mm, determine the maximum bearing stress at C.Channel sections are used as a purlin. The top chords of the truss are sloped at 6H to 1V. Trusses are spaced 4m on centers. Use the properties of the channel section in the picture. Loads: Dead load = 600 Pa Live load = 800 Pa Wind load = 1,300Pa Wind coefficients: Windward = 0.25 Leeward = -0.4 Use Fbx=Fby=248 MPa. Determine the safe spacing of purlins (Use load combination of 0.75(D+L+W)
- Prob 01: An 18” depth beam is bolted to a 24” depth girder is connected similar to that in figure shown below. Thediameter of the rivet is 20mm and the angles are each 100mm x 100mm x 12mm thick. For each bolt, assume thatthe allowable bearing stress is 220 MPa. Determine the allowable load P in KN on the connection. *show all theload P in kN for bearing stressBeam web thickness = 5mmGirder web thickness =A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity q,and minimum intensity q/2, that includes the weight ofthe beam (see figure). The beam is a steel W12 X14wide-flange shape (see Table F-1(a), Appendix F).Calculate the maximum permissible load q basedupon (a) an allowable bending stress σallow =18 ksiand (b) an allowable shear stress τallow = 7.5 ksi.Note: Obtain the moment of inertia and section modulusof the beam from Table F-1(a).Q) Determine the elastic and plastic moment of resistance of the RC beam. The beam is a trapezoid in shape. B1 at top = 300mm, B2 at bottom = 500mm, total height = 600mm, height from top to the bottom of the steel reinforcement = 570mm, As = 1473mm^2, Fy=350MPa, Fcu=30MPa Solve this early I upvote
- The steel is supported by the steel tie rod in AB beam B. Steel connection tension rod is placed 2 meters to the left of B and C sliding bracket is placed and P is loaded between AC It is. By ignoring the weights of beams and connecting rods, they can be determine the largest P load it can carry. The diameter of the BD rod is 16 mm. E = 200GPa I = 150x106mm4a rigid bar (ABCD) which was supported thru pin at B. Two bars was also connected, Bar CE and Bar DF with corresponding cross-sectional area and Modulus of Elasticity. If P is equivalent to 94 kN, the diameter at pin B is Blank 1 mm.e. Calculate "P" in KN considering failure on bearing on block shear Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mm