2.5 m 1.5 m w = 5 kN/m MB = 2 kN.m A В
Q: H.W: Determine the vertical displacement at point A for the semicircular beam shown in Fig. below.…
A: Consider a section x at angle θ with horizontal
Q: For Beam KG (EI Constant), use the Unit Load Method to Determine: 1. The Deflection at F 2. The…
A: For Finding out deflection,Slope at a point using unit load formula following steps are taken:1-…
Q: A 7-m cantilever beam supports a concentrated load equal to 60 kN at the midspan. Using Double…
A:
Q: a = 3.9 m, b = 9 kN/m, c = 15 kN. %3D b kN/m c kN 4 m 3 m 3 m m FIGURE 1
A: Given Data: Span L=13.9mSection=150x150mm E=200Gpaa=3.9mb=9kN/mc=15kNTo Determine deflection at B
Q: Given the figure below, determine the deflection at B if El is constant 40 kN/m 40 kN/m B A 3 m 3 m
A:
Q: nalyze the frame shown in Figure 1 by Slope deflection method. Draw the shear force and ding moment…
A:
Q: 2. Determine the vertical displacement at point C (i.e., Acv) for the following rigid frame, assume…
A: The solution of the given problem is provided in the below images:
Q: The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…
A: A beam is a load-carrying component of the building which is used to resist seismic conditions and…
Q: The beam AB, shown in Figure 1a, with length L = 4.5 m is subjected to a uniform distributed load w…
A:
Q: A continuous beam carries a distributed load and concentrated load as shown in the figure. Solve the…
A: Calculate the first three-moment equation (TME) factor for span CD. 6AaL=PaLL2-a2+7wL360…
Q: 1. The beam is subjected to the linearly varying distributed load at segment AB and a uniformly…
A: Beam consist of Udl and Uvl both acting on different section of beam .Beam is of simply supported…
Q: A simple beam carries a non-uniformly distributed and a uniformly distributed load as shown in the…
A:
Q: Given: P kN w kN/m P = 11 kN A- w = 35 kN/m 8m 6m 2m El = constant
A:
Q: The figure shows a simply supported beam PQ of uniform flexural rigidity El carrying two moments: M…
A:
Q: Problem 1: Determine the joint displacements, member end forces, and support reactions for the beam…
A:
Q: HW1: Use the Conjugate beam method to determine the slope at A and displacement at C. El is…
A:
Q: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…
A:
Q: 80 mm Problem 2 For the shown beam, calculate the shear stress a) at point a b) at point b 160 mm…
A: Given data Point load Span length Cross section dimensions
Q: For the figure shown below, find the deflection at the point (B) and (C)? |= Constant. 100 kN A 2m D
A: Given, P = 100 kN
Q: A simply supported beam carries a concentrated load of 31 kN at 7 meters from the left support (1…
A:
Q: constant
A:
Q: A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4…
A: Given, Load, WB=2.7 kN/mWA=5.4 kN/m Length L= 3 m Width b=200 mm Depth d= 340 mm
Q: Consider the truss structure with a load of P= 35.4 kN applied at joint C. All the members of the…
A:
Q: 2. The beam is loaded as shown. Using Slope Deflection Equation method, analyze completely the beam.…
A: Given data:
Q: hat is the value of the second constant of integration, c2, assuming that the fixed support is at…
A:
Q: Using Three-moment equation and Slope deflection equation method. Determine the (A) moment reactions…
A: We are using slope deflection method here for calculations
Q: In the propped beam shown, Solve for the following 1. wall moment 2. maximum deflection
A:
Q: For the forces shown in figure, find the angle between the forces by (Pythagorean method) (use…
A:
Q: Given a frame below, determine the following using Virtual Work Method 50 kN 3.0 m 2.0 m 21 C T 3.0…
A: Given data, E= 200 GPa I=50X106mm4
Q: In the propped beam shown, Solve for the following 1. wall moment 2. maximum deflection .....
A:
Q: Q1) Compute the vertical displacement of point D for the frame shown below. 30 kN 40 kN/m Hinge 10…
A: moment at B ∈MB=0 from A=0HA=0∈FH=010-HE=0HE=10KN∈MA=0-VE×5+30×8+40×8×82+10×4=0VE=312KN
Q: 2. A simply supported beam ABCD is subjected to a uniform distributed load along AB and CD as shown…
A: Given a simply supported beam carrying symmetrical loading system. Required- To calculate…
Q: For the simply supported beam shown in Figure, compute the slop of the elastic curve at A and C, and…
A: Given:-
Q: Q1: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by…
A:
Q: Use the slope-deflection method to analyze the continuous beam shown in the Figure below. Draw the…
A: The given diagram is shown below, Explanation-For fixed end…
Q: Determine the vertical reaction at E for the beam shown using the slope-deflection method. 20 kN/m…
A:
Q: SOLVE THE FOLLOWING USING ( SLOPE DEFLECTION METHOD) 1) Slope at B, in radians 2) Slope at C, in…
A:
Q: HW1: Use the Conjugate beam method to determine the slope at A and displacement at C. El is…
A: A beam and load arrangement is given as shown in the figure above and it has been asked in the…
Q: 2. A simply supported beam carries a uniformly distributed load as shown below, determine the…
A: A conjugate beam is an imaginary beam with and same geometrical properties as the real beam. The…
Q: 50 kN 100 kN 50 kN E D F 1m в 2 at 2m = 4m EA = constant E = 120 GPa In addition to the loads of the…
A:
Q: H.W.3: For the beam shown in Figure El = 100,000 kip-ft? and use discontinuity functions to…
A: Assuming RC is reductant ∑M=0R×32+RC×16-75×24-7×10×8=0RA=54.25-0.5RC Considering the Discontinuity…
Q: Q1. A continuous beam shown in Figure Q1 is held by a pin support at A and by roller supports at B…
A:
Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…
A:
Q: A 35-kg disk rests on an inclined surface for which μs = 0.2. Determine the maximum vertical force P…
A: Consider the following free body diagram of the disk :
Q: 1. The beam is loaded as shown. Using slope deflection equation method, analyze completely the beam.…
A:
Q: In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at…
A: According to the condition that cylinder is smooth so all the weight of cylinder will be balanced by…
Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…
A:
Q: Six bars supports a right triangle with negligible weight. It is subjected to the forces F, Q and P.…
A: The given data is: F=200 KN Q=250 KN P=300 KN The FBD of the section is:
Q: 3. The simply supported beam in the figure has a rectangular cross section 120 mm wide and 200 mm…
A: Draw the shear force and bending moment diagram of the given beam:
Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…
A:
Step by step
Solved in 2 steps with 4 images
- A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²A confined aquifer is 18.5 m thick. The hydraulic head drops 2.99 m between two wellsthat are 823 m apart. If the hydraulic conductivity of the aquifer is 4.35 m/d, how many cubicmeters of water are moving through the aquifer per unit width?The parameters of the Horton equation are fo = 7(cm/st), fc = 1 (cm/st) and the coefficient k = 4 (1/st¹). Accordingly, the total water leaking from an area of 2 ha to the ground in a day (24 hours) find its volume.
- 17. Using horizontal direction in cm/day 18. if the hydraulic gradually for the soil formation is 0.75 19 aquifer in cubic meters per day pls ans:A dam shown in figure has water 2.7 m high on the vertical upstream side. If unit weight of concrete is 23.5 kN/cu.m, determinea. Minimum width of the base that the resultant falls within the middle thirds. Neglect hyrostatic uplift.b. Minimum coefficient of friction to prevent sliding5.Hydraulic jump occurs in a 4 m wide rectangular channel. Discharge in channel 7.5 m^3 /s, hydraulic jump upstream depth 0.2 m. Determine :the rate of energy loss due to hydraulic jump.
- How do the frequency of exceedance and the return period affect the design of hydraulic structures?Find the rate of flow in m^3/sec/m (at right angles to the cross-section shown in Figure 7.33) through the permeable soil layer. Given: H 4 m, H1 2 m, h 2.75 m, S 30 m, a 14°, and k 0.075 cm/sec.Given: velocity of flow = 0.0375 m/s coefficient =0.05 m/s porosity p =48% slope S = 3/4 Given the coefficient =0.05 m/s and porosity p =48%, find the transmissibility (T) in m/s per unit m, if the aquifer width is 1.2 m.
- The specific storage of a 41-m thick confined aquifer is 5*10-5 m-1. How much water would theaquifer produce if the piezometric surface is lowered by 11 m over an area of 1.5 km2?A 3.4-m square vertical tank 10 m high contains 3.9 m of oil (SG=0.77). A 82 mm diameter circular sharp edged orifice is located 52cm above its bottom. Assume c=0.63, how long will it take to lower the water level to 0.9 m deep remaining after opening the orifice?A 500 m long levee made of compacted clay impoundswater in a reservoir as shown in attached Figure There is a 1 mthick (measured in the direction perpendicular to the seam)sand seam continuing along the entire length of the levee, at10° inclination to the horizontal, which connects the reservoirand the ditch. The hydraulic conductivity of the sand is2.6 X 10-3 cm/s. Determine the volume of water that flowsinto the ditch every day.