Problem 4. Determine the maximum deflection and slope. [5+0.5a] kN/m A 3 m [2.5+0.25b] kN B 3 m C a = second largest nonzero digit in your student number b = second smallest nonzero digit in your student number

Problem 4. Determine the maximum deflection and slope. [5+0.5a] kN/m A 3 m [2.5+0.25b] kN B 3 m C a = second largest nonzero digit in your student number b = second smallest nonzero digit in your student number

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.32P

See similar textbooks

Related questions

Q: PROBLEM: Solve for the support reactions at the fixed support A using cantilever method of analysis.…

Q: Question 5 The angle of intersection equal to 142, what is the length of curve of the curve (in…

Q: The perpendicular distance between tangents of a reversed curve is 10 m. The chord length from the…

Q: Question 2 In a laminar Poiseuille flow between two parallel plates, the ratio of average velocity…

Q: Refer to the closed traverse in the following figure. 1.) The interior angle B, which is unknown.…

A: Solution: 1) The interior angle B: B=180o+6o15'+29o38'=225o53' 2) The azimuth from South of lines AB…

Q: In a vertical curve, an upgrade of 2.0% is followed by a downgrade of 2.0%. The rate of change of…

A: Given : Upgrade = 2.0 % Downgrade = 2.0 % The rate of change of grade = 0.05 % per 20 m chain To…

Q: 26. Refer to Figure 8 Design 1A attached. For the design of a 4-lane interstate highway, the damage…

Q: Compute the secondary settlement 8 years after the completion of primary consolidation. Time for…

Q: The divergence of the vector field 3xzî + 2xyj — yz² k - is equal to at a point (1,1,1)

Q: A rigid bar is suspended by three rods made of the same material as shown in the figure. The area…

Q: 8.13) A hydraulic jump occurs in a rectangular channel. and a discharge of 15m³/s. The depth…

Q: massless rod that leans to the left at an angle of 45◦ above the horizontal is supported on the…

Q: Determine whether the plate is ill-arranged, geometrically unstable, statically determinate,…

Q: Electrical conductivity (EC) value of a saturated extract of soil is 13 m.mho/cm. Leaching…

Q: In order to determine the elevation of top Q of a signal on a hill, observations were made from two…

Q: A 500-ft curve, grades of g₁-3.50% and 92-1.75%, VPI at station 38+00, and elevation 560.00 ft,…

A: A sag valley curve is given with Grade, g1 =-3.50% and g2 = -1.75% VPI = 38+00 Elevation = 560 ft…

Q: Question- Calculate the metacentric height of a rectangular floating body of length 15m, and width…

Q: Write the V and M equation of the beams loaded as shown and the diagram. Then repeat the method…

Q: Determine the forces in members BC and CG. The forces are positive if in tension, negative if in…

A: A ) Problem of Trusses where we are asked to determine forces in member BC and CG.

Q: Given: Consider the beam below with support of the compression flange only provided at the ends of…

A: The given figure is shown below:

Q: 8. Determine the magnitude and direction of the resultant hydrostatic force the water exerts on the…

Q: Problem 3 & 4. For the following built up beams, calculate the shear flow q (lbs/in or kips/in) at…

Q: The upstream channel width = 322 ft; depth = 8.6 ft. The discharge is 27,300 cfs and is all…

A: Channel width= 322 ft depth= 8.6 ft Q= 27300 cfs S0= 0.004 (ft/ft) wing wall width= 122 ft…

Q: The weight of a body as measured while completely immersed in water was found to be 250 N and in a…

Q: In a vertical curve, an upgrade of 2.0% is followed by a downgrade of 2.0%. The rate of change of…

Q: Given: Consider the W24 x 94 beam below with lateral support of the compression flange only provided…

A: Given

Q: Draw the shear and moment diagrams for the beam. Assume the support at B is a pin. (8 + N) kN/m A…

Q: 15. A confined aquifer underlies an unconfined aquifer as shown in the figure. Given the following:…

A: Given,D1= 59m,D2= 41m, H1= 45m, H2= 33m, K1= 35 m/day,K2= 27 m/day, L= 2km. to determine,a.…

Q: 1. The distance travelled by a vehicle during perception-reaction time is 55.56m. If this vehicle is…

Q: bottom. as shown in the figure below, with AC BC (b) the normal forces at A and B at A N at a N 4.80…

Q: An object weighing 100 N in the air was found to weight 75 N when fully submerged in water. The…

A: Given data- Weight of the object W=100 N, Weight in water =75 N, To Find- The relative density RD of…

Q: The guy wires AB and AC are attached to the top of the transmission tower. The tension in cable AB…

Q: Draw the shear and moment diagrams for the beam. 6 kN 12 kN/m -6 m- B- 3 m.

A: Given : This is a problem from structural analysis where we are asked to determine the shear and…

Q: Determine the normal force, shear force, and moment in the beam at points C and D. Point D is just…

Q: If the Greenwich civil time is 20hr30m15s P.M on june 13, 2019. Find the LMT for place 120degreeW

Q: The Figure n°3 represents two walls of a low building (made of reinforce concrete) but connected…

A: Figure n°3 depicts what seems to be a shear failure, which was brought about by an unequal…

Q: 1- Due to the moving loads, determine maximum moment at C.

A: We have to detemine the maximum moment at point c. So we have,

Q: At an axial load of 24 kN, a 40-mm-wide by 20-mm-thick polyimide polymer bar elongates 2.7 mm while…

Q: A vinyl [E = 2.90 GPa; v = 0.41] block with width b = 40 mm, depth d = 80 mm, and height h = 210 mm…

Q: The pin-connected structure consists of a rigid beam ABCD and two supporting bars. Bar (1) is an…

Q: P.1. The distributed load has a magnitude of w = 225 N/m. Determine the reactions at the roller at A…

Q: e rectangular channel such that after it falls to the lowe- (P), V V V V V VR Yw2g' 29' 29' 29' 29'…

Q: A leaf spring of semi-elliptical type has 11 plates each 9 cm wide and 1.5 cm thick. The length of…

Q: The rainfall figures for successive 30-minute intervals are 35, 40, 120, 85, 45, 45 and 30 mm/hr. If…

A: Given,Rainfall data for sucessive 30 intervals=35,40,120,85,45,45 and 30 mm/hrϕ index=35 mm/hrTo…

Q: A stone weighs 650 N in air and 275 N in water. Calculate its specific gravity.

Q: The following table presents a historical series of maximum annual rainfall in a hydrographic basin.…

A: Given table which represents a series of maximum annual rainfall in hydrographic basin. Year Max.…

Q: The deflection angles of two intermediate points A and B of a highway curve are given below. The…

A: Answer Calculation of the Radius of curve Based on the given deflection angle of A and B let us…

Q: Given the tangent distance equal to 99.88 meters and the angle of intersection equal to 53, what is…

Q: A body of dimensions 1-5 m x 1.0 mx 2 m, weighs 1962 N in water. What is the weight of the body in…

A: Given- Dimension of the body- 1.5 m×1.0 m×2 m, Apparent weight-Wapparent=1962 N,g=9.81 m/s2 It is…

Q: The following data were obtained by conducting liquid limit and plastic li tests on a soil collected…

A: To determine: a) Draw the flow curve and determine the liquid limit b) Using the Casagrande…

Question

Problem 4. Determine the maximum deflection
and slope.
[5+0.5a] kN/m
3 m
[2.5+0.25b] kN
B
3 m
C
a = second largest nonzero digit in your student number
b = second smallest nonzero digit in your student number

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

A long slope is made up of a cohesionless (c'=0) soil with the internal friction angle of 34°. If the water table rises to the surface of the slope, then determine the maximum possible value of the slope angle to get a factor of safety of 1.5. Take saturated unit weight as18 kN/m3 and the unit weight of water as 10 kN/m3.
A concrete dam retaining water is shown. If the specific weight of the concrete is 23.54 kN/m3, find the factor of safety against sliding. Assume there is no hydrostatic uplift and that the coefficient of friction between dam and foundation soil is 0.48. 4.331 3.441 0.443 1.344
Figure 15.47 shows an infinite slope with H = 9.14 m and the groundwater table coinciding with the ground surface. If there is seepage through the soil, determine the factor of safety against sliding along the plane AB. The soil properties are Gs = 2.7, e = 0.8, β = 16°, ϕ′ = 21°, and c′ = 59.8 kN/m2.
Slope deflection method: compute for shear and momemt diagram
Figure 5 shows an infinite slope with H = 30 ft and the groundwater table coinciding with the ground surface. If there is seepage through the soil, determine the factor of safety against sliding along the plane AB. The soil properties are Gs = 2.7, e = 0.8, β = 16 ͦ, Ø = 21 ͦ, and c’ = 1250 lb/ft2.
Helping tags: Civil Engineering Design a dam that is safe for both overturning and sliding if it impounds oil SG(0.85) with a depth of 8 meters. Consider the following: Neglect uplift force. Assume coeffecient of friction to be 0.78. The dam must be 2 meters higher than the oil surface.