Determine the deflections of point C and E. Knowing E=2.0 X 105 MPa, 1,=6560 cm 1,=12430 cm^4.

Q: What is the elevation of the water line at the bottom if the volume of reservoir is computed by end…

A: Given,Volume of reservior=26000 cu mA1 =3000 sq mA2 = 2,600 sq mA3 =2000 sq mElavation of water…

Q: 500 mm B 500 mm- 2000 mm 1000 kN 200 mm- Section AB 200 mm

A:

Q: A 90 mm diameter shaft rotates at 1200 rpm in a mm long journal bearing of 90.5 mm internal…

A: Diameter of shaft = 90 mm diameter if bearing = 90.5 mm N= 1200 rpm Dynamic velocity = 0.12 Pa.s To…

Q: Draw the moment diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then…

A: Given : Required : Shear and moment diagram

Q: The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the…

A:

Q: The co-efficient of friction in the longitudinal direction of a highway is estimated as 0.396. The…

A: Coefficient of friction (f) = 0.396  Speed (V) = 65 Km/hr  Determine the breaking distance (L) for a…

Q: The magnetic bearing of a line AB was N 59° 30' W in the year 1967, when the declination was 4° 10'…

A: Magnetic bearing  = N 59030' W Declination = 4010' E Present declination = 30 W   What is the whole…

Q: The first question: A trilling Fermanian threshold whose cross-sectional width is 400 b) The depth…

A: Given: bw = 400 mm (cross-sectional width), = 0.4 m f'c = 30 MPa (compressive strength), = 30×106 pa…

Q: Assign the vehicle trips shown in the origin-destination trip table to the network, using the…

A: While going from one node to other node, the path is decided based on the minimum travel time in…

Q: 矩形截面简支梁,加载于梁中点C,如图示。求amax Imaxo Simply supported beam with rectangular section, loaded at beam…

A: A simply supported beam is given we need to find out  σmax and ?max

Q: As shown in the figure, a hydraulic jump occurred at the end of spillway, the depth of water (2) and…

A: Depth of water after the jump (y2) = 11m Velocity of water after the jump (V2) = 2.9 m/s  Determine…

Q: An 18-m concrete dam with 1.5 m on the upper base and an unknown bottom base has water impounded…

A: Height of the dam, H= 18 m Water level, h =16 m Upper base, b = 1.5 m Coefficient of friction, μ =…

Q: Problem#2: An overhanging beam made of IPE270 is subjected to a factored concentrated load of Pu, as…

A: Given Data:Factored Concentrated Load ,Pu= 50kN , For IPE270 : Wpx=484×103mm3,…

Q: Data shown is to be classified according to the USDA textural classification system. Determine the…

A:

Q: 3. Draw the influence lines for the reactions at supports and the shear and bending moment at point…

A: Find: (a) ILD for support reactions (b) Shear and bending at B

Q: eginning to 15 m/s at its end in a distance of 0.375 m. The magnitude of the convective cceleration…

A: Given velocity- V1=1.5 m/s V2 =15 m/s  Distance dx=0.375 m

Q: A nozzle is so shaped that the average flow velocity changes linearly from 1.5 m/s at the beginning…

A: velocity- V1=1.5 m/s V2 =15 m/s  Distance dx=0.375 m

Q: A trapezoidal canal having side sloping at an angle of θ degrees with the horizontal is to carry a…

A:

Q: 7) Suppose a crew of two people requires 3 minutes per stop, at which they can service four…

A: Number of people in crew = 2 Required time for stop = 3 min/stop At required time they can service 4…

Q: Direction: A four hour unit hydrograph of a catchment is traingular in shape with base of 80 hours.…

A: 4 hour Unit Hydrograph triangular in shape Base=80 hours Area=720 km2 Base flow=30 m3/s Phi-index=1…

Q: Find the deviator stress at failure if the pore water pressure at failure was 135 kPa. b) Find the…

A: ###For NC saturated clay tested in CU test ###  So  c= 0 Now calculation of a) Deviator stress at…

Q: Problem# 2: An overhanging beam made of IPE270 is subjected to a factored concentrated load of Pu,…

A: Given, Overhanging beam section is made of IPE270.Properties of  IPE270.Wpx=484×103 mm3 ,…

Q: Example 3: The plan of plot was prepared by taking measurement with a 30 m chain. The area of plot…

A:

Q: ● It is stated that the clay layer shown in the figure is OVER CONSOLIDATED clay. The…

A:

Q: 17) The friction load capacity of the pile using the B-method is most nearly: a. 437 kN b. 927 kN c.…

A: To determine- Friction load capacity

Q: A 300 mm x 300 mm concrete column which is pin connected at both ends has an unsupported length of…

A: 300 mm x 300 mm concrete column Lu = Unsupported length = 4.6 meters = 4600 mm  Pu = Total factored…

Q: A concret wall with a thickness= The wall carries linear service lods PD and P₁: PD = 9 kips/ft PL =…

A: qa = 4000 psf γ = 100 pcf γc = 150 pcf

Q: A 4-hour storm occurs over an 80 km² watershed. The details of the catchment are as follows. Sub…

A: area km2 loss @ mm/hour 1sthour rainfall in mm hour 2ndhour rainfall in mm hour 3rd hour rainfall in…

Q: The basic data for proportioning trial batches for normal weight concrete with an average with an…

A: w/c ratio = 0.48 Water content = 180kg/m3

Q: An incompressible homogeneous fluid is flowing steadily in a variable diameter pipe having the large…

A: Large diameter = 15 cm Small diameter = 5 cm Velocity at large diameter, v1 = 2.5 m/s   The velocity…

Q: 0.0054 Is to carry 5 m3 /s. The channel material has an n value of 0.051. For a most efficient…

A:

Q: 202 To determine the distance between two points P and Q and elevation of Q, following observation…

A: H=1.280m P=+4025'20" Staff reading=1.545,1.905,2.265 RL of P=123.265m To find:- the unknown…

Q: For linear stress variation over the base of the dam of the figure, find where the resultant crosses…

A:

Q: A superspeedway in New Delhi has among the highest super-elevation rates of any track on the Indians…

A:

Q: Q1 constant. Determine the slope and the displacement at C. El is 12 k-ft JA 4 ft 6k 6 ft B

A:

Q: *7-8. Determine the internal normal force, shear force, and moment at point C. -1.5 m C 3 m 0.2 m 1m…

A:

Q: By (a) method of least work, and (b) superposition method [E10 =ML/(n+1), EIA-ML2/(n+2)] determine…

A: Given: Required : Reaction at support and moment at B, C and D Note : As per bartleby guidelines, I…

Q: If Q produced by a pump is less than the required Q, what should be the step taken by you as a…

A: If the Q required is greater than actual Q production, then best available option is Increasing the…

Q: For a beam of cross-section, width = 230 mm and effective depth 500 mm, the number of rebars of 12…

A: Given data, For a beam of cross-section,Width,b=230 mmEffective depth,d=500 mmNumber of rebars of…

Q: Average free-flow speed and the jam density observed on a road stretch are 60 km/h and 120…

A:

Q: T 3) The weight of the unit length of the homogeneous cable in the figure is given as w. and since…

A:

Q: 2) Use the method of MEMBERS to determine the true magnitude and direction of the forces in members…

A: Find: Member forces by method of members

Q: Question- A pressure gauge reads 62.3 kPa and 90 kPa respectively at heights of 7 m and 4 m fitted…

A: Pressure gauge readings at 7 m & 4 m are 62.3 kPa & 90 kPa as shown below- To Find- The…

Q: 4. The average spacing between vehicles in a traffic is 50 m, then the density (in veh/km) of the…

A:

Q: A rigid horizontal beam is supported by three equally spaced tension bar of same cross-sectional…

A:

Q: 27' 30 Find the centro id and mark/draw on the figure with with complete solution 241 K X 24 15 851…

A:

Q: 1.37 What is the specific weight of air at 70 psia and 70 °F?

A:

Q: Determine the value of Cb using LRFD and ASD. M K 12 ft PL = 16 k WD 12 ft 1.8 k/ft H

A: LRFD: Factored load: WDL=1.2×1.8=2.16 k/ftPLL=1.6×16=25.6 k/ft Compute the reactions for the given…

Q: The co-efficient of friction in the longitudinal direction of a highway is estimated as 0.396. The…

A: Coefficient of friction f=0.396 Speed V=65 km/hr   It is needed to find the breaking distance (S).

Q: 3- Two straight roads intersect with deflection angle (85°30').If the distance between he curve and…

A:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.