What is the degree of curve at moment AB?
Q: From the beam shown with fixed end support atA and rollers at B and C respectively, it carries a…
A:
Q: Shear Strength of Soil The following are the results of two consolidated-drained triaxial tests on a…
A:
Q: vay tm= 2.5 seconds (gap) in sQ = 200 vehicles per hour,
A:
Q: The figure below shows a surface foundation subjected to a vertical load Q- 200 kN and a moment M 50…
A: As per company policy, we are supposed to answer only the first question of multiple question types.…
Q: A box beam is fabricated from two plywood webs that are secured to dimension lumber boards at its…
A: given: P = 5140lb, s = 14in, Span = 15ft.
Q: Q2: A ring foundation having load equal to 400kPa is resting on a saturated clay soil layer, the…
A:
Q: In a framed connection an 1.S.L.B. 350 @ 485.6 N/m transmits an end reaction of 150 kN and a moment…
A:
Q: To determine the moisture content , samples of fine and coarse aggregate from the supplied source…
A: Following is required answer :
Q: In a given fluid, positive ions, each with three excess protons, move towards right at a steady rate…
A:
Q: Determine the allowable load capacity of the 0.4 m diameter pile shown in Figure 4. The fill is new…
A:
Q: A cable weighs 2kg/m is attached to a sack filled with sugar that weights 100kg. The sack is…
A:
Q: 3. The simple pendulum A of mass ma and length / is suspended from the trolley B of mass mg. If the…
A: The frictional forces in the figure are zero, and therefore the energy of the system will be…
Q: Find Potantia D eneryy
A: Introduction : The given question is related with mechanics . In this question we are provided with…
Q: 4. A 1200 kg car rounds a curve of radius 67 m banked at an angle of 12°. If the car is traveling at…
A: The car moves in a horizontal circle, and so there must be a net horizontal centripetal force. The…
Q: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10 m…
A:
Q: Determine the x-, y-, and z-coordinates of the mass center of the body constructed of three pieces…
A: We will find out centroid according to each area provided.
Q: A pumping test was carried out in a soil bed of thickness 15 m and the following measurements were…
A:
Q: 40 mm 75 mm B 75 mm 300 N 60° kA - y 350 mm 40°
A: Express the force as a vector. Also find the position vector of A with respect to O. Then using the…
Q: : How is urbanization influenced by developments in transport technology?
A: The move from a rural to an urban society is known as urbanisation. Urbanization is defined as an…
Q: draw the shear and moment diagram. determine the maximum shear and maximum moment.
A: To Determine Draw the shear force and bending moment diagram. Maximum shear force and bending…
Q: The subgrade is ma A. True
A: The sub grade is made up of the existing soil or the soil mixed with some additive to enchance its…
Q: Calculate the moment of inertia of the shaded area about the x-axis. 97 mm 97 mm 66 mm
A:
Q: Q4 Explain in detail the advantage of two of the following: a) Lubrication in metal forming
A: Advantages of Lubrication in Metal Forming:- 1. It can reduce the friction and the wear of the…
Q: Determine the height h above the base of the centroid of the cross-sectional area of the beam.…
A:
Q: What is the most commonly used material for stabilization of soils? A. Cement Lime C. Heating D.…
A: What is the most commonly used material for stabilization of soils? The correct option is a) cement
Q: What is the moment MBC and MABin KN-m? 2 decimal places
A:
Q: A separate bus lane is proposed to replace a single freeway lane witha capacity of 2000 veh/hr. If…
A: Given data,For separate bus laneauto occupancy is 1.5 persons/vehiclesingle lane of a freeway with…
Q: The International Space Station orbits at an altitude of 500 km above the surface of the Earth. What…
A:
Q: Q7: The beams AB and BC are supported by the cable that has a parabolic shape. a) Determine the…
A:
Q: 4. A simple curve has a radius of 400m has its PC at station 33+154.7. The bearing of the tangent…
A:
Q: 6.25 Ai a distance of 20 cm from the axis of a whirlpoo! in an ideal liquid, the velocity is 10 m/s.…
A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…
Q: Calculate the moment of inertia of the shaded area about the x-axis. 98 mm |27 mm 46 mm 46 mm
A:
Q: Air at 27°C and standard atmospheric pressure flows through a furnace filter with an average…
A:
Q: A simply supported wood beam of rectangular cross section and span length, L = 1.2 m carries a…
A: given span length l= 1.2 m conc. load at midspan = p kn self weight of beam = q kn/m beam cross…
Q: A cylindrical tank, 2.50-m diameter and 5.0m high weighs 3250 N. The tank float in water with a…
A:
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A:
Q: The maximum allowable rate of crashes at intersections is 9 per million entering vehicles. At an…
A:
Q: SLOPE DEFLECTION METHOD 1. Draw the shear and mome
A:
Q: In a falling head permeability test, head causing flow was initially 50 cm and it drops 2 cm in 5…
A:
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A:
Q: Compute the thickness of a flexible pavement for a wheel load of 50 kN, if the allowable bearing…
A: Given data : Diameter of contact area D=165×2=330 mm Wheel load P=50 KN Allowable bearing pressure…
Q: 38 kips 4.5 kips/ft A B C D E 3.5 ft 7 ft 4 ft 3.5 ft
A:
Q: A 3 m thick soil has coefficient of permeability 3 x10^-7 m/s. A separate test porosity 40% and bulk…
A: Flow to maintain critical conditions:
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A:
Q: 4.5 kips/ft A B C - D 3 ft 9 ft 3 ft
A: ∑MA=0⇒VC·12ft -4.5Kipsft·12ft·3ft+12ft2=0⇒VC =40.5Kips∑Fy=0⇒VA+VC-4.5Kipsft·12ft=0⇒VA=13.5Kips.
Q: For the given cross-section, determine the following section properties: (a) Location of the…
A: centroidal axis is claculate is calculating along the base axis. Apply parrallel axis theoreom to…
Q: Consider a wood beam (see figure) carrying a uniform load of 16.5 kN/m (which includes the weight of…
A:
Q: There is an upward flow of 0.06 ml/s through a sand sample with a coefficient of permeability 3 ×…
A:
Q: 11. If cars pass a certain point on a highway at a mean headway of 10 seconds, the vehicle flow rate…
A:
Q: 2. Draw the shear and moment diagram of the beam use section method. 10KN/m 20k 10kN*m 3m 3m 1m 2m
A:
12. What is the degree of curve at moment AB?
Step by step
Solved in 2 steps with 1 images
- Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties:flange width, bf = 260 mmflange thickness, tf = 19.3 mmoverall depth, d = 420 mmweb thickness, tw = 11.6 mmstrong axis moment of inertia, Ix = 462.02 x 10^6 mm^4weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4Calculate the maximum bending moment for the structure.Calculate the average web shear stress in MPa.Calculate the maximum bending stress for the beam in MPa.Calculate the maximum shearing stress in the beam in MPaCalculate the maximum shear for the beam.Calculate the minimum shearing stress in the beam in MPa.A 6.96.9 mm long simply supported wood beam carries a uniformly distributed load of 10.810.8 kN/mkN/m, as shown in Figure A. The cross-sectional dimensions of the beam as shown in Figure B are b=195b=195 mmmm, d=490d=490 mmmm, yH=80yH=80 mmmm, and yK=158yK=158 mmmm. Section a–a is located at x=1.4x=1.4 mm from B. (a) At section a–a, determine the magnitude of the shear stress in the beam at point H. (b) At section a–a, determine the magnitude of the shear stress in the beam at point K. (c) If the allowable shear stress for the wood is 950950 kPakPa, what is the largest distributed load ww that can be supported by the beam?
- A simple beam having a span of 10 m carries a dead load (including its own weight) of 6.5 kN/m. The beam is continuously braced and A992 steel. Properties: A= 9484 mm2 Ix= 333 x 10^6 mm4 d= 456.95mm Sx= 1457x10^3 bf= 190.37 mm Zx= 1655x10^3 mm3 tf= 14.48 mm What is the allowable shear strength (kN)? tw= 9.02 mmA rectangular reinforced concrete beam 350 x 550 mm (b x d) is provided with 3H25 bar (As = 1473 mm2) as compression steel. Determine the area of tension steel needed for the beam to attain its full moment capacity. Calculate the corresponding ultimate moment of resistance. Assume fck = 35 N/mm2and fyk = 500 N/mm2and d’ = 60mm. Take until 2 decimal point for each calculation. 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’A cantilever beam, 3.5 m long, carries a concentratedload, P, at mid-lengthGiven:P = 200 kNE = 200 GPaI = 60.8 x 10^6 mm^4 How much is the deflection (mm)at mid-length What force (kN) should be applied at the free end to preventdeflection? To limit the deflection at mid-length to 9.5 mm, how much force(kN) should be applied at the free end?
- A simply-supported T-beam is subjected to two pairs of distributed loads: pair 1 (wD1, wL1)and pair 2 (wD2, wL2). The geometric, material and loading properties are all given on thetable above. bf=1368mm bw=408mm t=248mm fc'=25.2MPa fy=336MPa d=918mm d'=92mm Lbeam=12.2m wD1=42.2kn/m wL1=50.2kn/m wD2=170.2kn/m wL2=193.3kn/m1. Solve for the height of the compression stress block using pair 1. 2. Solve for the theoretical steel area using pair 1. 3. Using Es = 0.004, solve for the theoretical steel area using pair 2. 4. Using Es= 0.005, solve for the theoretical steel area using pair 2.A wide flange A992 steel column has a length of 4.6 meters and pinned ends. If Sx=895x103 mm3, Sy=129x103 mm3, d=358mm, bf=172mm, A=7226 mm2, Fy=345MPa, Determine the classification of the column.hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa
- A W8x35 steel column has unsupported length of 8m. Using A36 steel, compute for the ultimate axial load capacity (in kN) if both ends are a.) PINNED b.) FIXED? Neglect local buckling. W8x35 Properties A = 6645.15mm^2 lx = 52.45 x 10^6 mm^4 ly = 17.69 x 10^6 rx = 88.9 mm ry = 51.56mmUPVOTE WILL BE GIVEN! PLEASE ANSWER ALL THE SUBQUESTIONS AND WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LONG EXPLANATION NEEDED! MULTIPLE CHOICES ONLY! For the given loaded beam, the shear force at the leftmost end of teh beam is a. 20 kN downward b. 20 kN upward c. 0 d. a distributed force with intensity equal to 20 kN/mSituation 6: A W18x97 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb = 1.14d = 472 mmbf = 282 mmtf = 22.1 mmtw = 13.6 mmkdes=32.3 mmry = 67.3 mmlx = 728 x 10^6 mm^4ly = 83.7 x 10^6 mm^4Sx= 3080 x 10^3 mm^3Zx =3460 x 10^3 mm^3 J = 2440 x 10^3 mm^3Cw= 4240 x 10^9 mm^6 Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 9 m?a) 666 kN-mb) 367 kN-mc) 781 kN-md) 381 kN-mNEED ASAP