Answered: Situation 1 Using double integration…

Situation 1 Using double integration method, determine the slope and deflection at the free end of the cantilever beam shown. Use L = 5 m, E = 200 GPa, and I = 150x10 mm¹. TZ

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 15.21P

See similar textbooks

Related questions

Q: PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The…

Q: What is the resulting force from the distributed load shown below?

Q: *2-24. The triangular plate is fixed at its base, and its apex A is given a horizontal displacement…

A: The triangular plate with dimensions as shown in the figure below,Horizontal displacement,…

Q: Question 1 A series compound shaft made from a solid steel is shown in Figure 1. Length for sections…

Q: Compute the block shear strength. A 36 stee). Use ASD 22mmp bolts 55mm 38 75 O -100 x 100 x 12

Q: isman is a new unit defined as 0.412 lbm/in3. Convert three (3) Heismans to [x] slugs/

A: To convert Heismans to slugs per gallon, you must use conversion factors for both pounds-mass (lbm)…

Q: 1. To obtain the perimeter of the land bounded by ABCD, following distance measurements were…

Q: what is the value of the maximum NEGATIVE bending moment acting on this beam

Q: termine the required spacing of 10mm U-stirrups at the left end of the simple beam carrying a…

A: live load = 100 KNL = 6mf'c = 21 MPafy = 420 MP asection of beam has following propertiesd = 635 mmb…

Q: Determine the NRC BOD removal efficiency for a two stage trickling filter plant based on the…

A: The NRC (National Research Council) BOD (Biochemical Oxygen Demand) removal efficiency for a…

Q: 20. Calculate the solid volume and percent of voids of an aggregate that has a density of 1581 kg/m³…

Q: Rainfall distopilation during a light stigin of st at a rain gange in in Table below, 1 Table 1:…

Q: A highway (20 Km) long traverses a ground of flat terrain between station (7+500) km and station…

A: a) To construct the embankment for the road section between station (7+500) km and station (27+500)…

Q: Two solid cylindrical rods AB and BC are welded together at B and loaded as shown. Take di = 30 mm,…

A: Determine the average normal stress at the midsection of rod BC.

Q: Select a lightest W14 section to support the axial compression loads Pd=660kN and Pl= 880 kN if KL =…

A: Axial Compression loadDead Load Pd = 660 KNLive Load Pl = 880 KNEffective length KL = 4.2 mA572…

Q: (ii) Calculate all the necessary elements required to set out a in 8. 8-1/1 turnout, 2 taking off…

Q: 3. If the velocity of flow in a 500mm diameter cast iron non- rigid pipe with modulus of elasticity…

Q: 4/36 Determine the forces in members BC, CF, and EF of the loaded truss. A 30° 10° B F L C E L D

Q: 1-3 Using the Internet, answer the following questions regarding the Clean Air Act: (a) Title II of…

A: Question regarding clean air act are given.

Q: Using the picture as a guide, create a detailed estimate for a R.C.C. cantilever retaining wall that…

Q: INSTRUCTIONS: Can you help me identify the objective of the given research/thesis. ______________…

A: The objective of the research/thesis titled 'SUSTAINABLE MATERIALS MANAGEMENT: STRATEGIES FOR…

Q: Show the step by step solution for problem 2-12

Q: 7.) A steel tape of a nominal length of 30 m was used to check the distance between two offset pegs…

A: Given data,E=Young's modulus (E) for steel is 200 KN/mm2and the coefficient of thermal expansion of…

Q: A rectangular tank 15 × 6m x 2 m has to treat 2 million litres of water per day. The detention time…

A: A rectangular tank-Dimensions of the tank 18 m x 8 m x 4 m.Water to be treated = 4 million litres =…

Q: Q1/ For the beam shown in Figure Q1, draw the shear and bending moment diagrams. 8 kN/m 12 kN m wyd…

Q: Determine the flexural stresses in the following sections using the Transformed-area method 1) |…

Q: You are working on a concrete mix design that requires each cubic yard of concrete to have a 0.43…

A: Water–cement ratio = 0.43C.A = 2077 lb/yd3 =1232 kg/m3 Water content = 244 lb/yd3 = 145 kg/m3Air…

Q: 10. A sample of coarse aggregate weighs 1072 g when oven- dried, 1091 g when saturated…

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: Cross sectional area, Normal stress, To find: The maximum load that suppported by the structure.

Q: The tension member shown in the figure is connected to a gusset plate as shown with 1.2-inch…

Q: 3.15 Convert the given pressure from gage to absolute pressure or from absolute to gage pressure as…

A: Given pressure (Pabs) = 157 kPaAtmospheric pressure (Patm) = 101 kPaDetermine the gauge pressure…

Q: 45° 4 m B VP 4 m E 12 kN C 4m 8 kN 3m D

Q: Two steel [E = 29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe…

A: Modulus of elasticity, Outer diameter of pipe 1, Wall thickness of pipe 1, Outer diameter of pipe 2,…

Q: Three cables pull on the pipe such that they create a resultant force R. Two of the cables are…

Q: Consider a column which is subjected to a compressive load. A probable failure will be by buckling.…

A: A column which is subjected to a compressive load. A probable failure will be by buckling.We have to…

Q: Problem 1: The Box Column uses W14x370 and 1" Plate. What is the Moment of Inertia in both Ix and ly…

A: Given data,column W14x370findmoment of inertia both ix and Iy

Q: Table below shows annual and monthly precipitation for rain gauge stations A, B and C. For station X…

Q: Q4/[A]: Following are the results of four drained direct shear tests on an over-consolidated clay,…

A: Size of sample = 50mm x 50mm x 25 mm

Q: A truss is detailed in figure below. For the given loading, determine the magnitude and nature of…

Q: IN PRO a) EACH BLEMS CALCULATE 95 10m V s 450 -20. 100 KN - 100 KN 10m DRAW ALL T THE 1-3-f 20m…

A: given data,bemas are given solving first threea)b)c)FINDreactions

Q: A 1300ft segment A to B precedes a 2000 ft segment B to E. Identify the segment typ and compute the…

A: given data,segment AB=1300ftsegment BE=2000ftFINDidentify the segment typelength AD

Q: For the the composite cross-section shown in the figure, compute the following cross-seciton…

A: The composite cross-section shown in the figure. We need to compute the cross-seciton…

Q: 02-B A sandy layer with 3.5x10 cm/s hydraulic conductivity, a pump-out test is carried out in a…

Q: Determine the shear and bending moment throughout the beam as a function x. 8 kN/m 3 m 3 m-

Q: What is the intersection sight distance (m) needed at a stop controlled intersection for a passenger…

Q: What is the largest permissible compressive load P

Q: 10- Which structural characteristic of a beam does not increase with increasing depth? 3) b) C d) e)…

A: Given data,terms are given weight, strength,stiffness, ductility are increase or not with increase…

Q: Solve for Shear and Moment 20 k- 30k->>> 6 klf 20 ft 3 klf 40 ft 40 k 10 ft 10 ft 30 ft 60 k 10 ft A…

A: Note: As per Bartleby Guidelines, only first question will be discussed here as both the questions…

Q: 14.12 How many trivial baselines will be created in one session with five receivers?

A: Given data, question given asked about the trivial baseline.let's dicuss the no. of trivial…

Q: 1. What pressure, expressed in pascals, will a skin diver be subjected to at a depth of 40 m in…

A: As per the guidelines, only first question can be solved. Please repost the question for other…

Concept explainers

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.

Question

Situation 1 Using double integration method, determine the slope and
deflection at the free end of the cantilever beam shown. Use L = 5 m,
E = 200 GPa, and I = 150x106 mm¹.
P = 21 Kn
M = 9 kN-m
EI
L
P
M

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: Given data in the question

VIEW

Step 2: Calculate equation of slope and deflection

VIEW

Step 3: Calculate constant c1 and c2

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 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

Determine the horizontal displacement of Point B by using the reduction theorem. Take EI = 1000 kN.m2.
Analyze the structure below using Double Integration Method. Calculate for the slope at the free end. (USE: DOUBLE INTEGRATION METHOD)
Analyze the given structure below.Calculate for the slope at the free end (Use: DOUBLE INTEGRATION METHOD)
USING DOUBLE INTEGRATION METHOD Consider 250 mm x 250 mm (bxh) mm section and e = 100000 MPa DETERMINE VERTICAL REACTION AT B DETERMINE SLOPE REACTION AT B DETERMINE DEFLECTION AT D Values: A = 9.4 M B = 5.5 M C = 10.6 KN/M D = 33 KN
Calculate the horizontal displacement and the slope at C
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following using slope deflection method: 1. Slope at B, in radians
6. A simply supported beam carries a concentrated load of 24 kN at 6 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees. ROUND OFF TO FIVE DECIMAL PLACES.
For the system below, EI is constant. If x=7.81m from point B, determine the value of EI(∆) ?
By obtaining the slope and deflection equations, evaluate the variation of slope and deflection along asimply supported beam and plot the solution along the beam ? − ????. Using the principle of superposition find the deflection and slope values point D
Knowing that L = 4 m, Concentrated load P = 15 kN and uniform distributed load w = 12 kN/m, determine the slope at C by Castigliano’s Theorem.(E= 200 GPa, I = 40x106 mm4)
Using Area-Moment Method, determine the following: a. slope at point B b. deflection at point B c. moment reaction at fixed support A d. vertical reaction at fixed support A
Given a cantilever beam of length L=2.1meters. The left support “A” is free while the right end “B” is fixed. With constant EI=19000 KN-m2 A downward concentrated load of 87KN is applied at “A”. Using Double Integration Method (DIM) with origin taken at point A where 0 ≤ x ≤ L, calculate the slope at the free end? Express your answer in "degrees" in 3 decimal places. Take note that 180 degrees = pi radians.