The rigid you beam is Supported by a pin at A d wires BD and CE. IP the load Pon the beam ause the Point I to be displaced omm dovon waref. elermine to normal Strain develpd in wires CEars
Q: he T-beam is subjected to diagram
A:
Q: A cantilever beam has a length of 2 m and 523 mm depth. Is the beam depth permissible by the code? T...
A:
Q: 5. The steel shaft, 3 ft long and 4 in. in diameter, carries the end torque of 15 kip-ft. (a) determ...
A:
Q: Figure The area of the tank shown below is 0.5m2 while the hydraulic conductivity of sand is 0.2 cm/...
A:
Q: 24KN/m 200KN B 6m 4m 4m 8m Using Moment Distribution Method: Draw Shear and Moment Diagram D.
A:
Q: SITUATION 1. A CLAY SAMPLE HAS UNIT WEIGH OF 20.06KN/m3 WITH MOISTURE CONTENT OF 8.2%. THE SATURATED...
A: Given data Unit weight of soil (Yb) = 20.06 KN/m3 at water content (w%) = 8.2% Saturated unit weight...
Q: A soil sample taken from a field contains a volume of 110 m3 , weighs 220 grams when taken, and 165 ...
A:
Q: For the concrete cross section shown below, Design the amount of reinforcing steel required to suppo...
A: Dead load= 2.0 kip/ft Live load= 4.0 kip/ft Total load= 6.0 kip/ft Max BM= wL28= 6*2028=300 kip-ft= ...
Q: 3. The circular shaft is supported by two journal bearings at A/C and B. internal shear force V(x) a...
A:
Q: The tangent from P.C of a simple curve has a bearing of N 65deg E while the tangent from P.T has a b...
A:
Q: The compaction of a floor area is carried out in 250 mm thick layers. The hammer used for comipactio...
A:
Q: Water flows into the tank through two pipes. At A the flow is 400 gal/h, and at B it is 200 gal/h wh...
A: The given data is: Flow in pipe A=400 gal/h Flow in pipe B=200 gal/h Diameter of pipe=6 in To calcul...
Q: How to draw a bridge in a 2 perspective view
A:
Q: In 3-5 sentences, describe flood mitigation techniques the federal government might use.
A:
Q: . Using the portal method, calculate for the magnitude of the moment reaction at support C. Express ...
A:
Q: Determine the safe uniform live load that the beam can carry on a simple span of "L" meters with the...
A:
Q: If the concentration of Na, Ca and Mg in a water sample are 345, 60 and 18 mg/l, respectively, then ...
A:
Q: With the given data: Gravel = 15%, Sand = 10%, Clay = 35%, Silt = 40 % Classify the soil according t...
A:
Q: A square footing having a dimension of 3.2 m is supported by a soil (dense sand) with the following ...
A: To Find :- Gross allowable bearing capacity using Terzaghi equations for various given locations of ...
Q: Determine the deflection at point B given the cross-section of the beam and assuming E = 200 GPa. %3...
A: CALCULATIONS of deflection at B using unit load method##
Q: What lump-sum amount of interest will be paid on a P12,000 loan that was made on May 1, 2021, and re...
A: To find lump sump amount of interest
Q: Answer the ff: a) The ratio of horizontal to the vertical permeability is b) The ratio of vertical t...
A: To find horizontal and vertical permeability
Q: A trapezoidal canal has one side vertical and the other sloping 1:1. The discharge is known to be 20...
A: Given that, Slope(m)=1:1=1, Mean velocity(V)=1.2 m/s, n=0.015, Discharge (Q)=20 m3/s. The objective ...
Q: 6KN/m 3KN 9KN/m Ay B D 4m 2m 4m Using Moment Distribution Method: Compute for the Bending Moment at ...
A:
Q: 1. Compute Per the maximum displacement using Double-Integration aud Moment Area Met hod. Draw shear...
A: ##problem1 ### ##Double integration method ,, maximum deflection and sfd and bmd###
Q: Find the scale ratio for the map described below. 1 mm (map)= 5 m (actual) The scale ratio is 1 to
A: Scale ratio is the ratio of length on map to the actual length on ground. It is generally used in su...
Q: Calculation question: Two side fillet welding int, N=660 kN (static loading, design value), sing ang...
A:
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A:
Q: Instructions: Solve the following problems completely Problem 1 12 kN/m 10 kN/m 8 kN 5 kN/m 5 kN/m 5...
A:
Q: EA two-stage distiller system is used to remove TDS from sea water as shown in the figure. The conce...
A: Given:- two stage distiller To find:- concentration
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A:
Q: If the beam is made of material having an allowable tensile and compressive stress of = 125 MPa and ...
A: Given Data -
Q: A uniform bar of length L, cross-sectional area A, and mass density p is suspended vertically from o...
A: Given: Bar length L, cross-sectional area A, mass density of the bar ρ, E= modulus of elasticity
Q: B >10KN 4m А, 3m - 3m- Using Virtual Work: Compute for the vertical component of the deflection at B...
A:
Q: A container filled with fluid weighs 4.0 x 106 g. The container, when empty, weighs 0.4 x 106 g. The...
A: To compute the density and specific volume of the fluid. Given, Weight of the container filled wit...
Q: The following criteria are needed to reach the "steady state" EXCEPT.. i. The water level in the tes...
A: The following criteria are needed to reach the "steady state" EXCEPT.. iv. The water level in all w...
Q: Rapid Prototype Machines.
A:
Q: An excavation was made in saturated, soft clay (øu=0), with its sides vertical. When the depth of ex...
A:
Q: he Mood Design a column to support an axial load of 700 kN. The column has an effective length of 7 ...
A: Given data, Axial load = 700 kN Fy = 250 N/mm² Design a column to support an axial load of 700 kN...
Q: 1. Using the moment area method. For the beam shown, compute the value of P that will cause the tang...
A:
Q: Determine the flexural capacity of the following section using equations, the concrete is 40MPA, the...
A: Given:- concrete=40MPa steel=400MPa aggregate size=19mm To find:- flexural capacity
Q: A soil has a porosity of 40%, the G-2.5 and water content of 12%. 14. Water content at full saturati...
A: Introduction : The given question is related with geotechnical engineering . In this question we are...
Q: The velocity through the throat of a venturi meter is four times that of the velocity through a pipe...
A:
Q: The measured distance between A and B is 505.71 m. If a 100 m tape that is 0.025 m too long is used ...
A:
Q: A watershed has an average slope of 0.5%, and the distance from the watershed boundary to the outlet...
A:
Q: Calculate the design moment strength qMn fo nsi f 60 000 nsi and the section has 24 f si
A:
Q: A soil sample taken from a field contains a volume of 110 cm3 , weighs 220 grams when taken, and 165...
A: Given: Soil sample V = 110cm3, normal weight W = 220 g, oven dried weight Wd = 165 g
Q: Q2: From the following excerpt of field notes, plot the cross section on graph paper and superimpose...
A: We have to determine the area by coordinate method as per the given data like slope 3:1 and subgrade...
Q: ?Determine the reaction at points A and C. Member BC is pin-connected at both ends. (Partial ans. Ax...
A:
Q: 1) Draw the bending moment (M), the shear force (T) and normal force (N)diagrams of the structure gi...
A:
Step by step
Solved in 2 steps with 3 images
- The Channel section is used as a purlin placed on top of trusses with spacing of 4.1 m and slope 1V to 4H. The purling are supporting a total uniform load of 20.2 kN/m.Properties of Channel:Sx = 119 × 10^3 mm^3Sy = 87 × 10^3 mm^3 Compute the maximum bending stress.Use NSCP 2015Round your answer to 2 decimal places.Rigid members ABC and DEF are joined bysteel (Es = 180 GPa) links BE and CF. The steellinks consist of rectangular plates with crosssectional dimensions 25x35-mm. Determine:a) the change in length of BE and CFb) the distance between pts. A and D after theloading is applied. Pts. A and D are 240mm apart prior to the applied loading.the connection consists of a plate connected to another plate by five 25-mm diameter rivets. it carries a load P = 80 kN. Determine the maximum shear stress on the bolt
- The spreader beam AB is used to slowly lift the 3000-lb pipe that is centrally located on the straps at C and D. If the beam is a W12 * 45, determine if it cansafely support the load. The allowable bending stress is sallow = 22 ksi and the allowable shear stress is tallow = 12 ksi.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)f. 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 mm
- NFD, SFD and BMD of the structurethe connection consists of a plate connected to another plate by five 25-mm diameter rivets. it carries a load P = 80 kN. Determine the shear stress on the bolt due to the effect of force alone.The following solid aluminum bar (E = 10,000 ksi; α = 11.70E-06/F) is located between two fixed supports. Segment AB has a diameter of 3 inches and segment CB has a diameter of 2 inches. The load P is equal to 25 kip and the temperature increases by 50°F. Determine: a. The reactions at the supports. Answ: Cy = 17.938 kip (downward); Ay = 42.938 kip (upward). b. The deformation at point B. Answ: 2.693E-03 pulg. c. The stress in both segments. Anws: 5.709 ksi, 6.07 ksi.
- The aluminum rod AB (G=27 ???) is bonded to the brass rod BD (? =39 ???). Portion CD of the brass rod is hollow and has an inner diameter of 40 mm. Determine (a) the angle of twist at B. (b) the angle of twist in ADetermine the available tensilecapacity of the connection shownin the figure. The yield stress of theHSS 6.000 × 0.280 is Fy = 42 ksiand the tensile strength is Fu = 58ksi. The strength of the 1/2-ingusset plate and the 1/4-in filletweld is adequate.The relevant properties of theHSS 6.000 × 0.280 are obtainedfrom AISC Manual Table 1-13 asAg = 4.69 in²t = 0.260 inD = 6.0 inthe connection consists of a plate connected to another plate by five 25-mm diameter rivets. it carries a load P = 80 kN. Determine the maximum shear stress on the bolt due to the effect of moment alone