60 KN 3 m 50 kN/m 10 kN-m A B 1m 5 m
Q: Design girts in an industrial building for the following data c/c Spacing of columns 11m Height of…
A:
Q: 2. Determine the intensity w, and then draw the shear and moment diagrams for the ski. Find also the…
A:
Q: A pumping test was carried out in a soil bed of thickness 15 m and the following measurements were…
A:
Q: A baseball is thrown from a horizontal plane following a parabolic path with an initial velocity of…
A:
Q: A soil sample (sand) obtained from trench has water content of 38%. The specific graavity of solid…
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: A right cylindrical container of diameter D (meter) and H (meter) high is filled with water Z…
A: Given, D= 1.2m b=350mm t=250mm H= 4.5 m Z= 3.0m L=3.0m
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: A wooden beam is fabricated from one 2 x 8 and two 2 x 10 dimension lumber boards to form the…
A:
Q: A homogeneous earth dam has a top width of 6 m and a height of 42 m with side slopes of 3 to 1 and 4…
A: top width of dam = 42m side slope = 3 to 1 and 4 to 1 free board (fr) = 2m Coefficient of…
Q: Find Potantiae enorgy mls
A:
Q: A single row of sheet piles is driven into a permeable layer as shown in the figure. Given: • H =…
A:
Q: Determine the value of stress if modulus of elasticity is 72 MPa and value of strain 0.0023
A: Introduction : The given question is related with solid mechanics . In this question we are provided…
Q: 8. Assuming vehicles arrive following a Poisson distribution, it implies that their headways are…
A: 8. Answer:(B) false
Q: The horizontal force P = 67 N is applied to the upper block with the system initially stationary.…
A:
Q: The surface of sub-grade is identified as a ground level.
A:
Q: How many liters of water must be evaporated from 132 liters of a 25% salt solution to p a solution…
A: Given data- Total volume = 132 L Salt present = 25% % of salt = 40%
Q: Find the kinetic energy associated with truck of mass 70 kg moving with velocity 50 m/s
A: Introduction : The given question is related with mechanics . In this question we are provided with…
Q: A commercial building is located 7 m from the centerline of the inside lane of a curve section of a…
A: Distance from center line of cure (Mv) = 7 m Radius of curve (R) = 110 m Perception time (t) = 2…
Q: the simple beam with a concentrated load applied between the supports. a b A C
A: FInd the reactions :∑ MA=0R2(L)-P(a)=0R2=P(a)L∑ MC=0 R1L-Pb=0 R1=PbL
Q: A simply supported beam is 6 m long and supports a triangular load with an intensity of 10 KN/m at…
A:
Q: A square tied column 400 mm by 400 mm is reinforced with 8-20mm diameter bars with fy = 410 MPa.…
A:
Q: In making a screening estimate of an industrial plant for the production of batteries, an empirical…
A: Given, C=16000Q+5000012C=cost of the building in 2022 dollarsQ= daily production capacity of…
Q: Which of the following principles did you use to solve this problem? a. The internal shear in a…
A: Answer Using option c we can select the answer ii) Option C states that the curvature of a beam is…
Q: A metal ball of radius 90 centimeters is coated with a uniformly thick layer of ice, which is…
A:
Q: 115 A uniform T-shaped arm of weight W, pinned about a horizontal point C, is supported by a…
A:
Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…
A:
Q: ine the capitalized cost for an asphalt
A:
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: 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: MOMENT AREA METHOD FIND THE SLOPE AT POINTS B & C E= 200GPA I= 360x106mm4 5m 10KN A 10m
A: Moment Area Method: Given: E = 200GPa=2 x 105 N/mm2 I = 360 x 106 mm4 EI = 7.20x1013 N mm2
Q: 12. Calculate the equivalent radius (cm) of the resisting section of 20 cm slab, if the ratio of…
A:
Q: Impact value is used to measure? А. Hardness В. Toughness C. Wheel load D. Strength
A: To find out the impact value is used to measure.
Q: 4. Find the lightest S-shape for the beam shown if the working stress in bending is 175 MPa. What is…
A:
Q: The initial head is 300 mm in a falling head permeability test. It drops by 10 mm in 3 minutes. How…
A:
Q: wood beam is strengthened using two steel plates as shown in the figure below. *Inserted Photo*…
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:
Q: Find Polantial enorgy 2=10mls
A:
Q: For the given cross-section, determine the following section properties: (a) Location of the…
A: Given data:
Q: For a case of plane stress, o. = 40 MN/m², Oy = 0, Ty = 80 MN/m2. What are the principal xy %3D…
A:
Q: 2. Determine the deflection at C of the beam given. If E = 220 GPa and I = 250 × 10° mm“. 5kNm LB 3…
A:
Q: Example: The beam is subjected to the concentrated loading shown. Determine the reactions of the…
A:
Q: 2. Compute the flexural stresses in the concrete and steel for the beams shown using the…
A: Given data Depth of beam (D) = 600mm Width of beam (B) = 300 mm Effective depth of beam (d) = 520…
Q: A homogeneous earth dam has a top width of 6 m and a height of 42 m with side slopes of 3 to 1 and 4…
A: Answer We are given Top width = 6 m Height = 42 m free board = 2 m Upstream Side slope 3 to 1…
Q: ompute the total vertical stress incre
A:
Q: Which of the following is not a Marginal Element of Highway? Curbs Gutter Shoulder Guard Rails
A: Gutter is not a marginal Element of road.
Q: What scale is used if a line 84 mm long represents a fence 63 m long?
A:
Q: An unconfined aquifer is known to be 32 m thick below the water table. A constant discharge of 2…
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: Soil Bearing Capacity A square column foundation has to carry a gross allowable load of 1605 kN (FS…
A: To find size of square footing
5. What is the degree of curve at shear CD?
Trending now
This is a popular solution!
Step by step
Solved in 2 steps with 2 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